# bib

id: jbms-2
author: Bouziani, Tayeb
title: Editorial for inaugural issue
date: 2014-03-27
pages: 1
extension: .pdf
mime: application/pdf
words: 351
sentence: 17
flesch: 36
cache: cache/jbms-2.pdf
txt: txt/jbms-2.txt
summary:
  In light of this development, our new journal looks at the potential of new researches and high quality contribution works within laboratories and universities, as well as the ways in which research development can impact beyond higher journal articles quality. The peer review procedure will match knowledgeable reviewers with submitted manuscripts to produce high quality articles of interest and scientific merit.


id: jbms-48
author: Kirti, S; Mahavir, S; Yudhister, K Y
date: 2018-06-04
pages: 7
extension: .pdf
mime: application/pdf
words: 2102
sentence: 124
flesch: 60
cache: cache/jbms-48.pdf
txt: txt/jbms-48.txt
title:
  Numerical prediction and experimental validation of sound transmission loss for different acoustic materials

summary:
  The data are then used to calculate sound transmission loss for each frequency band as per specified standards. Results and discussion The scope of this paper is the prediction of sound transmission loss (STL) of different panel systems as typically used by the building industry.


id: jbms-328
author: Rehab Bekkouche, Souhila; Boukhatem, Ghania; Mendjel, Djenette; Messast , Salah
title: Pathology Evaluation and Repair of Bridges in Masonry
date: 2020-04-19
pages: 7
extension: .pdf
mime: application/pdf
words: 2300
sentence: 152
flesch: 59
cache: cache/jbms-328.pdf
txt: txt/jbms-328.txt
summary:
  The behaviour of masonry structures depends on their physicochemical characteristics (porosity, capillarity, permeability, gelling), thermal and mechanical behaviour. Repair and maintenance of masonry structures: case histories, Technical report REMR-CS-46. Sousa H., (2015), Defects in Masonry Walls.


id: jbms-62
author: Gyimah, Kwabena; Amos-Abanyie, Samuel
title: An empirical enquiry into windows used in tropical office spaces
date: 2019-01-14
pages: 7
extension: .pdf
mime: application/pdf
words: 2364
sentence: 159
flesch: 57
cache: cache/jbms-62.pdf
txt: txt/jbms-62.txt
summary:
  The objectives set to achieve aim and thus answer questions asked are: to establish window(s) used for tropical office spaces, to know the rationale behind the choice of tropical office windows and make recommendations to guide the re-engineering tropical office windows. Rationale for office window choice Lighting quality Air quality Thermal comfort Sound quality Others Awning Good natural lighting Good natural ventilation Thermally comfortable Sound proofing when closed Aesthetics Louver Good natural lighting Good natural ventilation Thermally comfortable Not sound proof N/A Sliding Good natural lighting Not Good for natural ventilation Not thermally comfortable Sound proofing when closed Aesthetics, Elegance, Modern Corporate Fixed Good natural lighting Not Good for natural ventilation Not thermally comfortable Sound proofing Aesthetics Sliding windows is challenged with thermal comfort and natural ventilation whiles louvers has a challenge with sound proofing.


id: jbms-5
author: Mebrouki, Abdelkader ; Bendani, Karim; Bouhamou, Nasreddine; Belas, Nadia
title: Excess paste method to formulate a self-compacting concrete
date: 2014-03-27
pages: 7
extension: .pdf
mime: application/pdf
words: 2692
sentence: 166
flesch: 58
cache: cache/jbms-5.pdf
txt: txt/jbms-5.txt
summary:
  The total water represents the sum of paste water and added water. Homothety factor for every ratio (G/S) can be determined by the following relation: √ ∑ √ (2) (Ni) is aggregates number with diameter (Di) of the class (i), VG > 80 is aggregates volume with diameters greater than 80 µm (without fillers).


id: jbms-60
author: Zumrawi, Magdi M. E.; Aldawi, Hiba K. E.
title: A study on Strengthening of Building foundation for Storey Extension
date: 2019-01-13
pages: 9
extension: .pdf
mime: application/pdf
words: 2804
sentence: 202
flesch: 59
cache: cache/jbms-60.pdf
txt: txt/jbms-60.txt
summary:
  Repair and strengthening of reinforced concrete buildings for seismic resistance. In fact, strengthening practice is necessary when replacing existing buildings with higher or denser ones, changing building functions or internal apartment arrangements to enable more people to live in already built structures, or vertically extend already existing buildings.


id: jbms-35
date: 2018-02-19
pages: 9
extension: .pdf
mime: application/pdf
words: 2999
sentence: 180
flesch: 66
cache: cache/jbms-35.pdf
txt: txt/jbms-35.txt
author:
  Boumaaza , Messaouda; Bezazi , Abderrezak; Bouchelaghem, Hafida; Benzannache, Naziha; Amziane, Sofiane; Scarpa, Fabrizio

title:
  Repair of reinforced concrete beams in shear using composite materials PRFG subjected to cyclic loading

summary:
  Bames and Mays (1999) conducted an experimental program to study the flexural behavior of reinforced RC beams using FRP under fatigue stress. The fatigue failure of reinforced beams is caused by the fatigue of the tensile armatures similarly to Shahawy and Beitelman (1999).


id: jbms-40
author: Hammadi, Larbi; Boudouaia, Wissem; Belaid, Yamina
title: Amelioration of mechanical and rheological characteristics of a ceramic Slip by adding of bentonite
date: 2018-06-04
pages: 8
extension: .pdf
mime: application/pdf
words: 3038
sentence: 167
flesch: 62
cache: cache/jbms-40.pdf
txt: txt/jbms-40.txt
summary:
  Tensile bending strength as a function of bentonite concentration added to ceramic slip after baking at 110 ° C. 3.3. (2018) 5: 14-21 17 3.2.2 Effect of bentonite on Mechanical resistance of slip The Figure 3 shows the variation of mechanical resistance of slip as a function of the concentration of bentonite added to ceramic slip.


id: jbms-31
author: Latreche, Sihem; Sriti, Leila
date: 2018-02-19
pages: 8
extension: .pdf
mime: application/pdf
words: 3179
sentence: 191
flesch: 61
cache: cache/jbms-31.pdf
txt: txt/jbms-31.txt
title:
  The effect of building materials choice on the thermal comfort in the auto-produced individual housing in Biskra.

summary:
  On the other hand, the walls in double walls give more interesting results from the point of view of thermal comfort in the summer period. This paper summarizes the main results obtained from an in situ measurement campaign that evaluated the essential parameters of thermal comfort such as ambient and surface temperature, air velocity, and humidity.


id: jbms-45
author: Morsli , Hamza; Rabah, Chaid; Molez, Laurent; Diouri , Abdeljebbar
title: Effect of glass addition on the properties of cements (CEMI)
date: 2018-06-04
pages: 9
extension: .pdf
mime: application/pdf
words: 3116
sentence: 201
flesch: 61
cache: cache/jbms-45.pdf
txt: txt/jbms-45.txt
summary:
  Microstructure and permeability of concrete with glass powder addition conserved in the sulphatic environment. This study confirms the improvement in the physicochemical and mechanical properties of cements with the addition of glass powder, which augurs well for its use as a cement additive.


id: jbms-3
author: Bouziani, Tayeb; Bédérina, Madani ; Makhloufi, Zoubir; Hadjoudja, Mourad
title: Mixture design approach to evaluate fresh properties of SCC made with various sands
date: 2014-03-27
pages: 9
extension: .pdf
mime: application/pdf
words: 3185
sentence: 210
flesch: 66
cache: cache/jbms-3.pdf
txt: txt/jbms-3.txt
summary:
  Sand mixture composed with approximately 30% of DS, 40% of CS and 30% of RS proportions, yielded SCC mixtures with high packing density. 5. Conclusions The mixture design approach developed in this experimental work is useful to evaluate the effect of three types of sand proportions (RS, CS and DS), in binary and ternary systems, on fresh properties of SCC.


id: jbms-30
author: Guendouz, Mohamed; Boukhelkhal, Djamila
title: Recycling of rubber waste in sand concrete
date: 2018-02-19
pages: 8
extension: .pdf
mime: application/pdf
words: 3228
sentence: 212
flesch: 66
cache: cache/jbms-30.pdf
txt: txt/jbms-30.txt
summary:
  (2017) 4: 42-49 Original Article DOI : 10.34118/jbms.v4i2.30 ISSN 2353-0057, EISSN : 2600-6936 Recycling of rubber waste in sand concrete Guendouz M 1,*, Boukhelkhal Dj 2 1,* LME Laboratory, University of Medea, Medea, Algeria. This paper presents an experimental investigation dealing with the valorisation of rubber waste, specifically rubber obtained from old shoes sole waste.


id: jbms-33
title: Behaviour of reinforced columns with E_Glass fiber and carbon fiber
date: 2018-02-19
pages: 8
extension: .pdf
mime: application/pdf
words: 3270
sentence: 190
flesch: 62
cache: cache/jbms-33.pdf
txt: txt/jbms-33.txt
author:
  Bouchelaghem, Hafida; Bezazi, Abderrezak; Boumaaza, Messaouada; Benzannache, Naziha; Scarpa, Fabrizio

summary:
  Key words: Concrete columns reinforcement; uni-axial compression; FRP; Structure rehabilitation; Fiber orientations. The effect of composite confinement architectures (E glass /Vinylester and carbon/epoxy) on the effectiveness of concrete columns reinforcement of the wrapped and then subjected to compression loading was investigated experimentally by Zhang et al. (2000).


id: jbms-44
author: Khadraoui , Mohamed Amine; Sriti , Leila
title: The impact of facade materials on the thermal comfort and energy efficiency of offices buildings
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 3443
sentence: 210
flesch: 56
cache: cache/jbms-44.pdf
txt: txt/jbms-44.txt
summary:
  The judicious choice of building materials contributes to the reduction of ambient air temperatures inside the building (Mokhtari, 2008). According to the analysis of real cases, we found a random use of building materials without any relation to the climate context of the city.


id: jbms-47
title: Effects of adding sisal and glass fibers on the mechanical behaviour of concrete polymer
date: 2018-06-04
pages: 9
extension: .pdf
mime: application/pdf
words: 3115
sentence: 197
flesch: 63
cache: cache/jbms-47.pdf
txt: txt/jbms-47.txt
author:
  Benzannache, Naziha; Bezazi, Abderrezak; Bouchelaghem,  Hafida; Boumaaza, Messaouada; Scarpa, Fabrizio; Amziane, Sofiane

summary:
  The present work consists of substituting 1 or 2% of the sand aggregate with glass fibre in the form of bands or sisal fibre cut into 6 or 12 mm lengths and randomly distributed in the mass. In addition, the incorporation of 2% of sisal fibre having 6 mm length leads to a reduction of 26% of the mass of the specimens.


id: jbms-66
author: Merdaci, S.; Boutaleb, S.; Hellal, H.; Benyoucef, S.
title: Analysis of Static Bending of Plates FGM Using Refined High Order Shear Deformation Theory
date: 2019-03-31
pages: 7
extension: .pdf
mime: application/pdf
words: 3281
sentence: 212
flesch: 69
cache: cache/jbms-66.pdf
txt: txt/jbms-66.txt
summary:
  The total energy functional (Π) of FGM plates for the static bending analysis can be written as the following, e e U V Influence of thickness (h / a) for various values of k of FGM plate.


id: jbms-34
author: Kazi Tani, Nabil; Benosman, Ahmed Soufiane; Taïbi, Hamed; Mouli, Mohamed
date: 2018-02-19
pages: 8
extension: .pdf
mime: application/pdf
words: 3171
sentence: 173
flesch: 54
cache: cache/jbms-34.pdf
txt: txt/jbms-34.txt
title:
  Mechanical Strengths of Modified PET Mortar Composites in Aggressive MgSO4 Medium: ACI & B.S Predictions

summary:
  (2017) 4: 76-83 Original Article DOI : 10.34118/jbms.v4i2.34 ISSN 2353-0057, EISSN : 2600-6936 Mechanical strengths of modified PET mortar composites in aggressive MgSO4 medium: Four different mixtures were prepared (the control mixtures without plastic waste and three PET# mixtures including 6%, 12% and 17% waste PET particles by volume).


id: jbms-59
author: Kore, Sudarshan D
title: Sustainable Utilization of Plastic Waste in Concrete Mixes - a Review
date: 2019-01-11
pages: 6
extension: .pdf
mime: application/pdf
words: 3756
sentence: 223
flesch: 60
cache: cache/jbms-59.pdf
txt: txt/jbms-59.txt
summary:
  21-10-2018 Abstract: Plastic waste creates serious environmental problems, mainly owing to the inconsistency of the wastes streams. Key words: Plastic waste, concrete, sustainability.


id: jbms-64
author: El Nagar, A. M; Khater , H. M.
title: Development of High Thermal Stability Geopolymer Composites Enhanced by Nano Metakaolin
date: 2019-03-31
pages: 10
extension: .pdf
mime: application/pdf
words: 3657
sentence: 233
flesch: 58
cache: cache/jbms-64.pdf
txt: txt/jbms-64.txt
summary:
  Scanning Electron Microscope From previous works a possible explanation for geopolymer shrinkage and cracking is the generation of high capillary pressures between wet and dry areas of the micro pore network, which has been reported to initiate crack propagation in the microstructure. The mechanical strength of geopolymer specimens increased with temperature up to 500 oC.


id: jbms-42
author: Bourouis , Fairouz; Mili , Fayçal
date: 2018-06-04
pages: 11
extension: .pdf
mime: application/pdf
words: 3858
sentence: 233
flesch: 65
cache: cache/jbms-42.pdf
txt: txt/jbms-42.txt
title:
  Comparative study and optimization of the mechanical behavior of sandwich beams loaded in three point bending

summary:
  (2018) 5: 32-42 Original Article DOI : 10.34118/jbms.v5i1.42 ISSN 2353-0057, EISSN : 2600-6936 Comparative study and optimization of the mechanical behavior of sandwich beams loaded in three point bending Bourouis F *, Mili F Abstract: The sandwich material presents a certain interest in term of rigidity and specific resistance for the aeronautic structure design. In order to increase the performance of sandwich beams, in three points bending, an optimization program based on the principles of genetic algorithms has been developed to maximize the tensile strength of face yielding and face wrinkling failure modes.


id: jbms-41
author: Belbachir, Boucif; Benosman, Ahmed Soufiane; Taïbi, Hamed; Mouli, Mohamed; Senhadji, Yassine
title: The thermal properties of mortars modified by the effect of combining polymers and SCMs
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 3893
sentence: 236
flesch: 58
cache: cache/jbms-41.pdf
txt: txt/jbms-41.txt
summary:
  Evolution of thermal conductivity over time (Series I) 3.1.2 Effect of silica fume and polymer (Series II) Figure 4 shows that the conductivity value of the silica-based mortar is slightly higher than that of the control mortar; it tends to remain constant beyond the young age. Correlation between thermal conductivity and density of the composite mortars The corresponding relationship between thermal conductivity and density of the composite is shown in Figures 6 and 7.


id: jbms-65
author: Lakel, Abdelghani
title: Microstructural Studies of Materials DD1 and KT2 By X-Ray Diffraction
date: 2019-03-31
pages: 12
extension: .pdf
mime: application/pdf
words: 3988
sentence: 249
flesch: 67
cache: cache/jbms-65.pdf
txt: txt/jbms-65.txt
summary:
  Metrological characterization of X-ray diffraction methods for determination of crystallite size in nano-scale materials. X-ray diffraction line profile analysis of iron ball milled powders.


id: jbms-32
author: Gouasmi, Mohammed Touhami; Benosman, Ahmed Soufiane; Taïbi, Hamed
title: Development of Materials Based on PET-Siliceous Sand Composite Aggregates
date: 2018-02-19
pages: 10
extension: .pdf
mime: application/pdf
words: 3853
sentence: 227
flesch: 59
cache: cache/jbms-32.pdf
txt: txt/jbms-32.txt
summary:
  The spectra are distinguished by the presence of specific lines for PET, composite aggregate and WPLA100. The use of composite aggregates containing PET waste and siliceous sand in building materials seems to be feasible given the interesting results obtained during the analysis of their properties.


id: jbms-43
author: Boussaba , Lisa; Makhlouf , Said; Foufa A. , Amina
date: 2018-06-04
pages: 12
extension: .pdf
mime: application/pdf
words: 4433
sentence: 300
flesch: 62
cache: cache/jbms-43.pdf
txt: txt/jbms-43.txt
title:
  Experimentation of a novel composite phase change material for thermal comfort improvement and energy saving in buildings

summary:
  A novel montmorillonite-based composite phase change material and its applications in thermal storage building materials. Study on preparation of montmorillonite-based composite phase change materials and their applications in thermal storage building materials.


id: jbms-57
author: Liu, Rongjin; Sun, ZhiHui; Xiang, Weiheng; Chen, Ping; Zhou, Ruizhe
title: Reaction kinetics of cassava starch graft anionic nonionic type polymer internal curing agents
date: 2019-01-11
pages: 12
extension: .pdf
mime: application/pdf
words: 4397
sentence: 294
flesch: 61
cache: cache/jbms-57.pdf
txt: txt/jbms-57.txt
summary:
  (6) As Eq (6) includes the effect of temperature on starch graft reaction, it provides the production of such a starch graft copolymer with a solid background of the influence of processing condition on material reactivity in the future. The results demonstrate that initiator monomer concentration, and starch concentration are positively correlated with graft reaction rate Rp.


id: jbms-67
author: Ghernouti, Youcef; Safi, Brahim; Rabehi, Bahia
date: 2019-03-31
pages: 11
extension: .pdf
mime: application/pdf
words: 4337
sentence: 274
flesch: 65
cache: cache/jbms-67.pdf
txt: txt/jbms-67.txt
title:
  Effect of Natural Pozzolan and Calcined Paper Sludge as Pozzolanic Additions on the Physicals and Mechanicals Properties of Heat Treated Self-Compacting Mortars

summary:
  The figures present respectively the flexural and compressive strength of SCMs mortars with and without heat treatment. Comparison of compressive strength of SCMs mortars thermally treated at 14 days and untreated at 28 days


id: jbms-29
author: Boukhelkhal, Aboubakeur; Azzouz, Lakhdar; Benchaa, Benabed; Belaidi, Akram Salah Eddine
date: 2018-02-19
pages: 11
extension: .pdf
mime: application/pdf
words: 4569
sentence: 295
flesch: 62
cache: cache/jbms-29.pdf
txt: txt/jbms-29.txt
title:
  Strength and durability of low-impact environmental self-compacting concrete incorporating waste marble powder

summary:
   Correlations between compressive strength at 28 days and water absorption properties were found very good with a coefficient of correlation more than 0.9. The realized tests are compressive strength at 3, 7 and 28 days, water capillary absorption, water absorption by immersion and sulfate attack.


id: jbms-61
author: Bharat, Mandal; Sushant, Tiwari; Subid, Ghimire; Aasish, Tiwari
date: 2019-01-13
pages: 12
extension: .pdf
mime: application/pdf
words: 4767
sentence: 288
flesch: 64
cache: cache/jbms-61.pdf
txt: txt/jbms-61.txt
title:
  Mechanical Properties of Concrete with partial replacement of Coarse aggregates by Coconut Shells and reinforced with Coconut Fibre

summary:
  This research actually centered around the comparison on static and dynamic moduli of coconut fibre reinforced concrete (CFRC) for fibre content 1%, 2% ,3% and 5 % of cement 230 Mandal et al., J. Build. Prospects for natural fibre reinforced concretes in construction.


id: jbms-46
author: Athmani, Wafa; Sriti, Leila
date: 2018-06-04
pages: 12
extension: .pdf
mime: application/pdf
words: 4754
sentence: 307
flesch: 62
cache: cache/jbms-46.pdf
txt: txt/jbms-46.txt
title:
  Impact of passive cooling techniques on the thermal behavior of residential buildings in hot and arid regions -An experimental study-

summary:
  Key words: Passive cooling, cool roof, thermal performance, scale-model testing, residential buildings. Temperature of dark surface VS temperature of cool roof Cool materials are materials that do not significantly increase their surface temperature under solar radiation and minimize the absorption of sunlight.


id: jbms-39
author: Gharieb, Mahmoud; El-Sayed, El-Sayed ; Abo-El-Enein, Salah; Sakr, Khaled; Ali, Ali; El-Sokkary, T M
date: 2018-06-04
pages: 13
extension: .pdf
mime: application/pdf
words: 5626
sentence: 339
flesch: 58
cache: cache/jbms-39.pdf
txt: txt/jbms-39.txt
title:
  Influence of some industrial wastes as a heavy aggregate on durability of concrete upon utilization in the special constructions

summary:
  Effect of sea water on the mechanical properties of high performance concrete; in addition, corrosion behavior of reinforcing steel embedded in concrete incorporating different aggregates upon exposure to sea water were studied. It was found that, the compressive strength for all concrete mixes made with dolomite and lead slag coarse aggregates satisfy the requirements of compressive strength for high performance concrete (grade-M60) after 28 days of curing in tap water.


id: jbms-68
author: Bourenane , Nadjette; Sedira , Nora; Hamlaoui , Youcef
title: Corrosion Behavior of Reinforcing Steel in Concrete Elements in Alkaline Medium
date: 2019-07-26
pages: 14
extension: .pdf
mime: application/pdf
words: 5639
sentence: 315
flesch: 56
cache: cache/jbms-68.pdf
txt: txt/jbms-68.txt
summary:
  This study shows the influence of calcium hydroxide solution Ca(OH)2 used as a simulating solution alone and with different concentrations of CaCl2 on the electrochemical corrosion behavior of reinforcing steel E24 using techniques electrochemical and stationary. The principle of this test is to immerse the electrode of the steel E24 in both Ca(OH)2 solution and Ca(OH)2 solution with 0.5M of CaCl2 and to follow the spontaneous evolution of the corrosion potential as a function of time.


id: jbms-58
author: Hasanzadeh, Bashir; Sun , ZhiHui
title: Impacts of Diatomaceous Earth on the Properties of Cement Pastes
date: 2019-01-19
pages: 15
extension: .pdf
mime: application/pdf
words: 6095
sentence: 349
flesch: 68
cache: cache/jbms-58.pdf
txt: txt/jbms-58.txt
summary:
  Replacing cement with DE reduces the concentration of cement particles in cement paste (i.e. reduces cement content) and is expected to prolong setting time. In this paper, the influence of Diatomaceous Earth (DE) as a natural pozzolan on fresh properties of cement pastes has been investigated.


id: jbms-54
author: Sedira, Sara; Mazouz, Said
date: 2018-06-04
pages: 7
extension: .pdf
mime: application/pdf
words: 2393
sentence: 111
flesch: 51
cache: cache/jbms-54.pdf
txt: txt/jbms-54.txt
title:
  Experimental case study on the effect of the urban morphology on urban microclimate and outdoor thermal comfort 

summary:
  Outdoor thermal comfort in the old desert city of Beni-Isguen, Algeria, Climate Research, 28(3): 243-256. Ali-Toudert, F., Mayer, H., (2005-b), Numerical study on the effects of aspect ratio and orientation of an urban street canyon on outdoor thermal comfort in hot and dry climate, Building and Environment, 41(2): 94–108. (2018) 5: 157-163 Original Article DOI : 10.34118/jbms.v5i1.54 ISSN 2353-0057, EISSN : 2600-6936 Experimental case study on the effect of the urban morphology on urban microclimate and outdoor thermal comfort Sedira S1, Mazouz S 2,* 1 Laboratory of design and modelling of forms and environments, Department of architecture, University of mouhamed khider Biskra,Algeria.


id: jbms-49
author: Benmammar, Mohammed; Boukli, Hacene Sidi Mohammed El Amine
title: Influence of silica fume on the dynamic properties of concrete
date: 2018-06-04
pages: 8
extension: .pdf
mime: application/pdf
words: 2657
sentence: 195
flesch: 60
cache: cache/jbms-49.pdf
txt: txt/jbms-49.txt
summary:
  Key words: Concrete, Non-destructive tests, Dynamic elasticity modulus, Dynamic rigidity modulus, Additions, Compressive Strength. They have been used to determine the dynamic properties of concrete, which are used in the design and control of structures and which are the key elements of the dynamics of materials.


id: jbms-63
author: Bordjiba, Abdelhak; Guenfoud, Hamza
title: Behavior of Recycled Asphalt to the Fatigue
date: 2019-03-31
pages: 9
extension: .pdf
mime: application/pdf
words: 3721
sentence: 209
flesch: 56
cache: cache/jbms-63.pdf
txt: txt/jbms-63.txt
summary:
  The properties of asphalt binder blended with variable quantities of recycled asphalt using short term and long term aging simulations. Effect of recycled asphalt aggregates on the rutting of bituminous concrete in the presence of additive.


id: jbms-706
author: Merah, Ahmed; Korichi , Youcef ; Khenfer, Mohamed Mouldi
title: Effect of cement types on carbonation depth of concrete
date: 2020-08-01
pages: 8
extension: .pdf
mime: application/pdf
words: 3085
sentence: 162
flesch: 55
cache: cache/jbms-706.pdf
txt: txt/jbms-706.txt
summary:
  Effect of composition, environmental factors and cement-lime mortar coating on concrete carbonation. In addition, for concrete samples of the 1st formulation, it was found that the depth of carbonation is low during the first days and increase from the 7th day, but it is still inferior to the depth of carbonation samples of the 2nd concrete formulation; This is due to the fact that during the first days the relative humidity is not stable within the chamber due to water exchange between the concrete and the relative humidity inside the chamber of accelerated carbonation.


id: jbms-52
author: Bouzeboudja, Fatma; Ali Ahmed, Chafika
title: Modeling of the interface between the concrete and the fibers grid in concrete slab
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 3642
sentence: 181
flesch: 58
cache: cache/jbms-52.pdf
txt: txt/jbms-52.txt
summary:
  Key words: Concrete slab, reinforcement, grids, punching, interface stress, slip, modeling. In order to demonstrate the advantage of reinforcement of concrete slabs with textiles against the loading of punching, the main objective of this experimental investigation consists in carrying out a characterization of the structural behaviour of bidirectional slabs armed with glass fibers and polypropylene, grids of large and small stitch.


id: jbms-55
author: Brahmi, Abla; Hamiane, Messaoud
title: Study of Architectural Ceramics of the Qal’a of Bani Hammad
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 4118
sentence: 215
flesch: 66
cache: cache/jbms-55.pdf
txt: txt/jbms-55.txt
summary:
  KBHEC 08 KBHEC09 KBHEC12 White glaze White glaze Green glaze Green glaze Green glaze SiO2 51.32 32.77 36.44 21.57 23.93 Al2O3 01.72 04.40 04.43 01.26 03.15 CaO 02.59 05.56 05.85 02.03 03.44 MgO nd 03.75 01.00 00.23 03.08 Na2O 00.84 00.59 00.73 nd 00.85 K2O 02.79 03.60 00.60 00.58 00.58 PbO 25.49 23.46 26.91 27.79 22.77 SnO2 10.95 17.13 11.63 10.05 10.86 Fe2O3 02.55 04.49 01.74 04.23 01.46 CuO nd nd 08.93 28.85 25.83 ZnO nd 00.90 nd nd nd P2O5 01.74 00.34 00.45 nd nd C nd 03.02 01.29 03.11 04.05 + 1.58 in KBHEC01 and 17.13 + 1.58 in KBHEC10), in the form of cassiterite crystals (SnO2), highlighted by X-Ray diffraction and performed on a sample of white glaze from the above samples.


id: jbms-70
author: Barour, Sabiha; Zergua, Abdesselam
title: Finite Element Modeling of Strengthened Beams Using CFRP
date: 2019-07-26
pages: 11
extension: .pdf
mime: application/pdf
words: 2656
sentence: 235
flesch: 65
cache: cache/jbms-70.pdf
txt: txt/jbms-70.txt
summary:
  They have established analytical methods to evaluate the flexural capacity of reinforced concrete beam strengthened with FRP laminates. Crack identification in reinforced concrete beams using ANSYS software.


id: jbms-27
author: Ouai, Aissa
title: Rehabilitation of existing building structure in expansive soils: A case study in Laghouat, Algeria
date: 2017-08-27
pages: 6
extension: .pdf
mime: application/pdf
words: 1424
sentence: 99
flesch: 56
cache: cache/jbms-27.pdf
txt: txt/jbms-27.txt
summary:
  (2017) 4: 16-21 Short Communication DOI : 10.34118/jbms.v4i1.27 ISSN 2353-0057 Rehabilitation of existing building structure in expansive soils: A case study in Laghouat, Algeria Ouai A Engineer in National Organization for the Technical Control of Construction (CTC-Sud), Laghouat Algeria. In this study the following remedial measures and building repair types were recommended: 4.1.


id: jbms-2798
author: Bensaad, Saoussane Bachi ; Mazari, Mohamed ; Lahlali, Otmane
title: Tensile strength of multi-material bolted double lap joints under static loading
date: 2022-12-30
pages: 7
extension: .pdf
mime: application/pdf
words: 2196
sentence: 150
flesch: 61
cache: cache/jbms-2798.pdf
txt: txt/jbms-2798.txt
summary:
  Also, double bolt joints with wider plates (increased width) can beneficially shift the failure mode from net-tension to bearing. (2022) 9: 158-164 Original Article DOI : 10.34118/jbms.v9i2.2798 ISSN 2353-0057, EISSN : 2600-6936 Tensile strength of multi-material bolted double lap joints under static loading Bachi Bensaad S 1,*, Mazari M1, Lahlali O 2 1,* Department of mechanical engineering, Djilali Liabes – Sidi Belabbes, Algeria.


id: jbms-6
author: Jaspart, Jean-Pierre ; Demonceau, Jean-François
date: 2014-03-27
pages: 10
extension: .pdf
mime: application/pdf
words: 3996
sentence: 203
flesch: 56
cache: cache/jbms-6.pdf
txt: txt/jbms-6.txt
title:
  A “new” design requirement: the mitigation of the progressive collapse of buildings under exceptional loading

summary:
  Effects of the dynamic behaviour of steel structures further to a column loss (in French)”. Contribution to the study of the robustness of building structures: progressive yielding of the indirectly affected part further to an exceptional event (in French), Master thesis presented at Liège University.


id: jbms-53
author: Bouzeboudja, Houria; Melbouci, Bachir; Bouzeboudja, Aldjia
title: Fractal dimension of roughness: Influence of grain size and granular class
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 4244
sentence: 268
flesch: 68
cache: cache/jbms-53.pdf
txt: txt/jbms-53.txt
summary:
  (2018) 5: 147-156 Original Article DOI : 10.34118/jbms.v5i1.53 ISSN 2353-0057, EISSN : 2600-6936 Fractal dimension of roughness: Influence of grain size and granular class Bouzeboudja H*, Melbouci B, Bouzeboudja A Geomaterials Laboratory, Environment and Development, Mouloud Mammeri University of Tizi-Ouzou, Algeria * This experimental work consists in studying the influence of the parameters variation: granular class, grain size and normal stress applied during Casagrande's direct shear tests on the roughness fractal dimension calculated with the method of Box counting.


id: jbms-51
author: Bouzeboudja, Aldjia; Melbouci, Bachir; Bouzeboudja, Ouardia
date: 2018-06-04
pages: 10
extension: .pdf
mime: application/pdf
words: 4439
sentence: 259
flesch: 65
cache: cache/jbms-51.pdf
txt: txt/jbms-51.txt
title:
  Study of crushing of grains of limestone under the effect of cyclic loading with the fractal dimension

summary:
  Indeed, the number of crushed grains is a function of the number of cycles. Thinner fragments begin to move the larger grains, as they can slip or roll without too much difficulty around other grains.


id: jbms-712
author: Mansour, Sabria Malika; Ghernouti, Youcef
date: 2020-09-01
pages: 10
extension: .pdf
mime: application/pdf
words: 3473
sentence: 226
flesch: 59
cache: cache/jbms-712.pdf
txt: txt/jbms-712.txt
title:
  Conception of eco-friendly cement based on natural pozzolan to improve rheological behavior of concrete

summary:
  They have shown that substituting cement by 20% of pozzolan cement gives the concrete mechanical performances that equals, and surpasses those of the control concrete in the long term. Introduction The rheological behavior of cement paste and fresh concrete is a subject of considerable interest.


id: jbms-56
author: Kazi Tani, Nabil; Benosman, Ahmed Soufiane; Senhadji, Yassine; Taïbi , Hamed; Mouli, Mohamed
date: 2018-06-04
pages: 11
extension: .pdf
mime: application/pdf
words: 4336
sentence: 275
flesch: 58
cache: cache/jbms-56.pdf
txt: txt/jbms-56.txt
title:
  Structural Characteristics of Composite Mortars and their Evolution with PET Substitution Level for Several Specimens’ Ages

summary:
  The incorporation of PET waste in construction materials knows a very high evolution in the last couple years, and this due to the significant economic impact of this green materials used in construction industries where polymers are used as additives (Sharma, 2016; Pacheco, 2013) in order to reduce certain disadvantages such as hardening delay, low tensile strength, and the general drying shrinkage (Yazoghli, 2007). These researches generally investigate the effect of incorporating PET waste on the properties of concrete and cementitious mortar.


id: jbms-69
author: Said , A; Gordon , N
title: Predicting Shear Strength of RC Columns Using Artificial Neural Networks
date: 2019-07-26
pages: 13
extension: .pdf
mime: application/pdf
words: 4504
sentence: 277
flesch: 61
cache: cache/jbms-69.pdf
txt: txt/jbms-69.txt
summary:
  Figure 8 shows the ratio of experimental to calculated column shear strength plotted against the range of several parameters. Degradation of concrete shear strength with ductility (Priestley, et al., 1994).


id: jbms-72
author: Benamor, Kaoutar; Benabbas , Moussadek
date: 2019-10-11
pages: 10
extension: .pdf
mime: application/pdf
words: 3017
sentence: 211
flesch: 60
cache: cache/jbms-72.pdf
txt: txt/jbms-72.txt
title:
  Effect of Street Morphology on Buildings’ Thermal Storage in a Hot and Arid Climate: Case Study of Biskra (Algeria)

summary:
  Thermal storage before sunrises 04.00h (w/m2) 225 100 80 Thermal storage in afternoons 16.00h (w/m2) 70% 40% 10% Percentage of real thermal storage (w/m2) 6. Abstract: This work is an experimental study focusing on the relationship between street morphology and thermal storage in buildings.


id: jbms-28
author: Malschaert, David
title: Biocomposite Bridge
date: 2017-08-27
pages: 9
extension: .pdf
mime: application/pdf
words: 3818
sentence: 333
flesch: 60
cache: cache/jbms-28.pdf
txt: txt/jbms-28.txt
summary:
  Material design When considering the design of the biocomposite the fibre orientation and fibre volume fraction are important aspects which can have a great positive impact on the mechanical properties of the biocomposite. Recommendations There are four recommendations made based on mechanical properties, material design, calculation method and time-dependent properties: 1.


id: jbms-1005
author: Smaida, Ali; Haddadi , Smail; Nechnech, Ammar
date: 2021-03-22
pages: 13
extension: .pdf
mime: application/pdf
words: 3997
sentence: 273
flesch: 66
cache: cache/jbms-1005.pdf
txt: txt/jbms-1005.txt
title:
  Study of the mechanical behavior of dune sand treated by hydraulic binders: application in the road geotechnical field

summary:
  (2021) 8: 32-44 Original Article DOI : 10.34118/jbms.v8i1.1005 ISSN: 2353-0057, EISSN : 2600-6936 Study of the mechanical behavior of dune sand treated by hydraulic binders: application in the road geotechnical field Smaida In the present work, we report on the improvement of the physical and mechanical characteristics of dune sand used for road construction.


id: jbms-710
author: Robert, Ubong; Etuk, Sunday; Agbasi, Okechukwu; EKong, Sylvester
title: Properties of Sandcrete Block Produced with Coconut Husk as Partial Replacement of Sand
date: 2020-08-20
pages: 10
extension: .pdf
mime: application/pdf
words: 4746
sentence: 233
flesch: 63
cache: cache/jbms-710.pdf
txt: txt/jbms-710.txt
summary:
  As such, TCH is denser than UCH and consequently, block samples produced with a particular proportion of the TCH become denser than those with the UCH content of same proportion. Hence, at a particular age of curing, the amount of water absorbed by block samples in which sand component is partially replaced with the TCH is greater compared to the case of blocks made with the UCH material of same proportion.


id: jbms-707
author: Arif Kamal, Mohammad
date: 2020-07-18
pages: 11
extension: .pdf
mime: application/pdf
words: 5763
sentence: 325
flesch: 63
cache: cache/jbms-707.pdf
txt: txt/jbms-707.txt
title:
  Analysis of autoclaved aerated concrete (AAC) blocks with reference to its potential and sustainability

summary:
  Specifications and Performance Summary of AAC Blocks The product specification and its performance summary of AAC blocks are summarized as below (Kamal, 2016): 3.1. In this paper, an overview of AAC blocks with reference to its potential and sustainability as a novel building material has been presented.


id: jbms-74
author: Messafer, Tahar; Hassak , Mohamed Oussama; Abzar , Adem
title: Comparative design procedures of stone columns for liquefaction stabilization
date: 2020-04-01
pages: 13
extension: .pdf
mime: application/pdf
words: 3495
sentence: 256
flesch: 63
cache: cache/jbms-74.pdf
txt: txt/jbms-74.txt
summary:
  (2020) 7: 19-31 Original Article DOI : 10.34118/jbms.v7i1.74 ISSN 2353-0057, EISSN : 2600-6936 Comparative design procedures of stone columns for liquefaction stabilization Messafer T1,*, Hassak M2, Abzar A2 1 Research Unit: Materials, Processes and Environment, M’Hamed Bougara University of Boumerdes, Algeria 2 Civil Engineering Department, M’Hamed Bougara University, Boumerdes, Algeria, * The results of the 3 methods showed that the sizing by taking into account the earthquake, the mesh of stone columns is denser.


id: jbms-71
author: Belarbi, Mohamed-Ouejdi; Tati, Abdelouahab; Khechai, Abdelhak
date: 2019-07-26
pages: 9
extension: .pdf
mime: application/pdf
words: 4479
sentence: 276
flesch: 77
cache: cache/jbms-71.pdf
txt: txt/jbms-71.txt
title:
  Effect of Thickness Stretching on the Natural Frequencies of Laminate-Faced Sandwich Plates Using a New Layerwise Model

summary:
  Key words: Layerwise, Finite element, Sandwich plates, Free vibration. (2003), where a 3D layerwise FE model is developed for free vibration analysis of sandwich plates.


id: jbms-4
author: Makhloufi, Zoubir ; Bouziani, Tayeb; Bederina, Madani; Hadjoudja, Mourad
title: Mix proportioning and performance of a crushed limestone sand-concrete
date: 2014-03-27
pages: 13
extension: .pdf
mime: application/pdf
words: 5372
sentence: 322
flesch: 66
cache: cache/jbms-4.pdf
txt: txt/jbms-4.txt
summary:
  The results indicate that water demand and cement paste content in crushed sand concrete are generally higher than that used in similar conventional concrete. A higher amount of paste is also needed for crushed sand concrete to acquire medium range strength.


id: jbms-2884
author: El-fakharany, Maged ; Omar, Ahmed; Abdellatif, Mahmoud
date: 2023-07-01
pages: 14
extension: .pdf
mime: application/pdf
words: 4829
sentence: 272
flesch: 54
cache: cache/jbms-2884.pdf
txt: txt/jbms-2884.txt
title:
  The influence of mineralogical composition and alkali reactivity for utilization of some Egyptian crushed granites as a concrete aggregate

summary:
  This current research aims to utilize three main types of granite aggregates based on their mineralogical composition and Alkali reactivity with cement during concrete production. All studied samples were crushed by using a laboratory jaw crusher to prepare granite aggregates (GA) with a maximum size of 10mm.


id: jbms-709
author: Ouanani, Mouloud; Sandjak, Khaled; Tiliouine , Boualem
date: 2020-08-25
pages: 15
extension: .pdf
mime: application/pdf
words: 5648
sentence: 323
flesch: 53
cache: cache/jbms-709.pdf
txt: txt/jbms-709.txt
title:
  Dynamic analysis of a multi-span simply supported prestressed concrete bridge with restrainers and seismic isolation devices 

summary:
   Using restrainers combined with the seismic isolation systems at bridge expansion joints could be an effective method of reducing the large pounding forces and preventing unseating damage. It can be concluded that the maximum pounding force at expansion joints of a multi-span simply supported MSSS concrete bridge is obviously reduced using restrainer cables system.


id: jbms-50
author: Benali, Yacine; Ghomari, Fouad
title: Mechanical behavior and durability of latex modified mortars
date: 2018-06-04
pages: 17
extension: .pdf
mime: application/pdf
words: 6560
sentence: 417
flesch: 61
cache: cache/jbms-50.pdf
txt: txt/jbms-50.txt
summary:
  1. Introduction Synthetic polymeric additives such as latexes, redispersible polymer powders, water-soluble polymers, and liquid resins have been introduced into cement mortar to obtain the polymer- modified mortars. The main objective is to highlight the influence of these materials on the mechanical properties, adhesion, and durability of conventional mortars, though the properties of cement mortars can be improved by the addition of latex as a water reducer plasticizer.


id: jbms-1054
author: Gupta, Neha; Arif Kamal , Mohammad ; Singh Brar, Tejwant
title: Exploration of prefabricated building system in housing construction
date: 2021-02-26
pages: 13
extension: .pdf
mime: application/pdf
words: 5883
sentence: 381
flesch: 54
cache: cache/jbms-1054.pdf
txt: txt/jbms-1054.txt
summary:
  Key words: Prefabrication, building, construction system, housing, India. Prefabrication Conventional Minimum no. of units required in a for prefabricated construction to be economical is 2500.


id: jbms-744
author: Mansour, Sabria Malika
date: 2020-10-19
pages: 11
extension: .pdf
mime: application/pdf
words: 5006
sentence: 356
flesch: 61
cache: cache/jbms-744.pdf
txt: txt/jbms-744.txt
title:
  Behavior of self- compacting concrete incorporating calcined pyrophyllite as supplementary cementitious material 

summary:
  To ensure proper curing of SCC concrete, the specimens were placed in a tank of water at a temperature of 20° C±2°C, this prevents water loss and to ensure normal operation of hydration process of cement. The use of calcined pyrophyllite as 10% and 20% cement substitution in concrete SCC slows down the hardening process of concrete, consequently producing lower strengths of SCC concretes.


id: jbms-765
author: Bouabdallah , Moulaï Abdellah
title: Study of the mechanical behavior of a lightweight wood concrete
date: 2020-07-17
pages: 9
extension: .pdf
mime: application/pdf
words: 3226
sentence: 203
flesch: 66
cache: cache/jbms-765.pdf
txt: txt/jbms-765.txt
summary:
  For the purpose of studying the characteristics of light wood concrete with respect to durability, it was decided to make a series of lightweight wood concrete (LWC) specimens with four formulations, at different percentages 68 Bouabdallah, J. Build. Lightweight wood concrete.


id: jbms-76
author: Mansour , Sabria Malika; Ghernouti, Youcef; Chaid , Rabah
title: Valorization of calcined kaolinitic clay used in high performance mortar
date: 2020-04-03
pages: 10
extension: .pdf
mime: application/pdf
words: 3786
sentence: 239
flesch: 62
cache: cache/jbms-76.pdf
txt: txt/jbms-76.txt
summary:
  That of dried mortars containing metakaolin is smaller than that of control mortars at different ages. Properties of metakaolin blended cements.


id: jbms-768
author: Bouabdallah, Moulaï Abdellah; Mohammed Krachaï, Rachida
date: 2020-10-09
pages: 10
extension: .pdf
mime: application/pdf
words: 3302
sentence: 216
flesch: 66
cache: cache/jbms-768.pdf
txt: txt/jbms-768.txt
title:
  Influence of segregation on the performance of self-compacting concrete in the fresh and hardened states

summary:
  Test method for rapid assessment of static segregation resistance of self- consolidating concrete using penetration test. , the column test through the measurement of the electrical resistivity of fresh concrete developed by Yim (2020), the sieve method of Fujiwara (1992), the method proposed by Bui et al.


id: jbms-708
author: Sandjak, Khaled; Ouanani, Mouloud; Tiliouine, Boualem
date: 2020-09-27
pages: 19
extension: .pdf
mime: application/pdf
words: 6601
sentence: 405
flesch: 47
cache: cache/jbms-708.pdf
txt: txt/jbms-708.txt
title:
  Experimental characterisation and numerical modelling of the resilient behaviour of unbound granular materials for roads

summary:
  4.2.2 Unbound Granular Materials The resilient modulus of pavement granular materials is a key input parameter in the analysis of flexible pavement (NCHRP, 2004). Furthermore, based on extensive investigations of modelling laboratory RLT tests data, it has been found that shear-volumetric strain models give better predictions than resilient modulus models (COST 337, 2002).


id: jbms-770
author: El Nagar, Abdeen
title: Production of Green Cement from Slag Enhanced by Egyptian Metakaolin Materials
date: 2020-10-31
pages: 11
extension: .pdf
mime: application/pdf
words: 3763
sentence: 238
flesch: 58
cache: cache/jbms-770.pdf
txt: txt/jbms-770.txt
summary:
  The main purpose of this work is to study the preparation of geopolymer materials by alkaline activation of amorphous water cooled slag and different ratios of MK materials. (2020) 7: 210-220 213 The patterns show that GGBFS composed mainly of glassy phases and few crystalline material of akermanite (Ca2MgSi2O7), while MK material is composed of quartz and anataze minerals 2.2 Geopolymerization and curing Geopolymer was made by hand-mixing raw materials of each mixture with the alkaline solution for 5 min and a further 5 min in a mixer.


id: jbms-767
author: Patel, Vikas; Singh, Brijesh; Ojha, P N; Mohapatra, B N
date: 2020-10-12
pages: 11
extension: .pdf
mime: application/pdf
words: 4244
sentence: 261
flesch: 57
cache: cache/jbms-767.pdf
txt: txt/jbms-767.txt
title:
  Effect on mechanical properties and stress strain characteristics of normal and high strength concrete at elevated temperature

summary:
  High strength concrete (HSC) has some disadvantages such as brittleness and poor resistance to fire. Key words: High strength concrete (HSC), Stress Strain Characteristics, Spalling of concrete, Polypropylene fiber.


id: jbms-2864
author: Kaura, Puneet; Ojha, P N; Singh, Brijesh
title: Performance of High Volume Fly Ash Concrete in Structural Applications
date: 2023-03-18
pages: 15
extension: .pdf
mime: application/pdf
words: 7661
sentence: 447
flesch: 65
cache: cache/jbms-2864.pdf
txt: txt/jbms-2864.txt
summary:
  It was quite evident from test results that strength characteristics of high volume flyash concrete mix made with 50% flyash content was remarkably lower than that of all other concrete mixtures. The test results of flexural strength indicate that at 7days, high volume flyash concrete mixes had lower flexure strength value in comparison to control mixer.


id: jbms-775
author: Sani, John; Afolayan, Jacob Oyeniyi; Wilson, U N; Eze , OC; Nyeri , J
date: 2021-01-12
pages: 7
extension: .pdf
mime: application/pdf
words: 2827
sentence: 151
flesch: 61
cache: cache/jbms-775.pdf
txt: txt/jbms-775.txt
title:
  Experimental Investigation of the Effect of Sisal Fiber on the Partially Replaced Cement with Groundnut Shell Ash in Concrete

summary:
  Olutoge et al., (2013) investigated the Characteristics Strength and durability of GSA blended with cement concrete in Sulphate Environments. From the result of the tests and analysis carried out, it was deduced that the Groundnut Shell Ash blended with cement concrete has a proven resistance to magnesium sulphate, sodium sulphate and calcium sulphate media and would exhibit a better performance in soils containing these media (MgSO4, Na2SO4, CaSO4.).


id: jbms-73
author: Miloua , Hadj
date: 2020-03-30
pages: 18
extension: .pdf
mime: application/pdf
words: 7880
sentence: 411
flesch: 60
cache: cache/jbms-73.pdf
txt: txt/jbms-73.txt
title:
  Design and Construction Criteria of Twin Tunnel: Taking an Adverse Wind Condition Effects on Air Pollution Short Circuit at Tunnel Portals as a case

summary:
  These measurements were made in wind tunnel involved a detailed description of the tests. The wind speed and wind direction were kept constants m.s-1 blowing at about 90° to the tunnel axis(speed of wind tunnel).


id: jbms-7
author: Safi, Brahim; Aboutair, Amel; Saidi, Mohammed; Ghernouti, Youcef; Oubraham , Chahrazade
date: 2014-06-06
pages: 7
extension: .pdf
mime: application/pdf
words: 2252
sentence: 168
flesch: 68
cache: cache/jbms-7.pdf
txt: txt/jbms-7.txt
title:
  Effect of the heat curing on strength development of ultra-high performance fiber reinforced concrete (UHPFRC) containing dune sand and ground brick waste

summary:
  It can be also seen that the highest compressive strengths were recorded for UHPFRC concrete based on CEMI (the highest value was 160 MPa for C30% composition). 4. Conclusions This study has presented the use of dune sand (DS) as fine aggregate and ground dune sand (GDS) as mineral addition in UHPFRC concrete.


id: jbms-774
author: Sahraoui, Mohamed; Bouziani, Tayeb
date: 2020-10-09
pages: 11
extension: .pdf
mime: application/pdf
words: 3544
sentence: 308
flesch: 69
cache: cache/jbms-774.pdf
txt: txt/jbms-774.txt
title:
  ANN modelling approach for predicting SCC properties - Research considering Algerian experience. Part I. Development and analysis of models

summary:
  (2020) 7: 188-198 Original Article DOI : 10.34118/jbms.v7i2.774 ISSN 2353-0057, EISSN : 2600-6936 ANN modelling approach for predicting SCC properties - Research considering Algerian experience. Several researchers are recently interested to predict SCC properties using ANNs.


id: jbms-766
author: Yadav, Jitendra Singh; Babu, Sushas S
title: Analysis of Aqueducts Subjected to Hydrostatic and Dynamic Loads Using 3D - Solid Modeling
date: 2020-09-09
pages: 19
extension: .pdf
mime: application/pdf
words: 6106
sentence: 371
flesch: 64
cache: cache/jbms-766.pdf
txt: txt/jbms-766.txt
summary:
  The behavioral response of aqueduct structure subjected to hydrostatic loads and dynamic loads due to seismic ground excitation has been analyzed. From the result, it was observed that, the dynamic displacements and dynamic stresses of aqueduct structure increased with the depth of water in aqueduct.


id: jbms-778
author: Sahraoui, Mohamed; Bouziani, Tayeb
date: 2021-06-29
pages: 9
extension: .pdf
mime: application/pdf
words: 3200
sentence: 201
flesch: 66
cache: cache/jbms-778.pdf
txt: txt/jbms-778.txt
title:
  ANN modelling approach for predicting SCC properties - Research considering Algerian experience .Part II. Effects of aggregates types and contents

summary:
  Concerning the study of aggregate sizes and contents, it was found that the increase of sand content leads to an increase in flowability and a decrease in static stability. As clearly shown, the increase of sand content leads to an increase in flowability.


id: jbms-783
author: Mukesh Kumar , M.; Asis Kumar , K.
title: Geopolymer Cement: an Initiative towards the Replacement of Grey Cement by Green Cement in Future
date: 2021-01-18
pages: 8
extension: .pdf
mime: application/pdf
words: 3707
sentence: 217
flesch: 59
cache: cache/jbms-783.pdf
txt: txt/jbms-783.txt
summary:
  In case of FA based GPC a peak is observed nearly at 3500 cm-1 Hence, Class F FA is selected as a good raw material for GPC due to its lower reactivity rate, which leads to a proper workability and reduced water demand (Kumar et al., 2010).


id: jbms-12
title: Thermophysical characterization of earth blocks stabilized by cement, sawdust and lime
date: 2014-06-06
pages: 7
extension: .pdf
mime: application/pdf
words: 2670
sentence: 191
flesch: 66
cache: cache/jbms-12.pdf
txt: txt/jbms-12.txt
author:
  Azakine Sindanne, Sylvere; Ntamack, Guy Edgar; Lemanle Sanga, Roger Pierre; Moubeke, Claude Armand; Kelmamo Sallaboui, Eric Sylvain; Bouabid, Hamid; Mansouri, Khalifa; D’ouazzane, Saad Charif

summary:
  Key words: Earth blocks, stabilization, thermal conductivity, thermal resistance, cement, lime, sawdust. If: 2 4 r Dt  The following equation can be written: 4 ( , ) log( ) ( ) 0( ) 4 Q Dt T r t e              (3) Taking into account the linear asymptote at long time, Eq 3 can be simplified to be: 1 ( , ) log( ) log( ) 4 Q T r t t te            (4)  : thermal conductivity ; Q : flow of heat per unit length e : the thickness of the test piece 60 Azakine Sindanne et al., J. Build.


id: jbms-772
author: Merah, A.
title: A case study of foundation failure of a residential building: From diagnosis to reparation
date: 2021-01-19
pages: 10
extension: .pdf
mime: application/pdf
words: 3889
sentence: 213
flesch: 56
cache: cache/jbms-772.pdf
txt: txt/jbms-772.txt
summary:
  A case study of foundation failure of a residential building: From diagnosis to reparation Ahmed Merah University AmmarTelidji of Laghouat , Faculty of Civil Engineering and Architecture, Research Laboratory of Civil Engineering (LRGC), Laghouat, 03000, Algeria. The main objective of this paper is to study a pathological case of foundation failure of a residential building: from diagnosis to reparation.


id: jbms-777
author: P N , Ojha; Kumar, Suresh ; Singh, Brijesh; B N, Mohapatra
date: 2020-12-07
pages: 15
extension: .pdf
mime: application/pdf
words: 5115
sentence: 293
flesch: 67
cache: cache/jbms-777.pdf
txt: txt/jbms-777.txt
title:
  Pervious concrete, plastic concrete and controlled low strength material- a special applications concrete

summary:
  However, for special category modified concrete, apart from these two parameters, other properties like high permeability in case of pervious concrete, low permeability, high strain and low modulus of elasticity in case of plastic concrete and controlled strength and low permeability in case of controlled low strength material are taken into consideration before finalizing the mix proportions. 4. Conclusions Based on the above study carried out on pervious concrete, plastic concrete and CLSM, following conclusion can be drawn: Pervious Concrete 


id: jbms-1333
title: Development of Guinea Corn Husk-Cow Hair Hybrid Fibre Reinforced Cement Composite
date: 2021-12-31
pages: 8
extension: .pdf
mime: application/pdf
words: 3033
sentence: 207
flesch: 61
cache: cache/jbms-1333.pdf
txt: txt/jbms-1333.txt
author:
  Alomaja, Jonathan; Jimoh, Alao; Wilson, Uwemedimo; Joseph, Oluwatoyin; Akinleye, Monsuru; Adeleke, Joseph

summary:
  The highest flexural strength was 22.37MPa, exhibited by the composite reinforced with 15% (12.5% GCH & 2.5% CH) hybrid fibre. From the results obtained, VM reinforced with 25% (15% GCH & 10% CH) hybrid fibre has the lowest density of 1019 kg/m3.


id: jbms-11
author: Ghernouti, Youcef; Rabehi, Bahia; Benhamna, Ali; Hadj Mostefa, Adda
title: Strengthening of concrete beams by CFRP: Experimental study and finite element analysis
date: 2014-06-06
pages: 11
extension: .pdf
mime: application/pdf
words: 3876
sentence: 306
flesch: 59
cache: cache/jbms-11.pdf
txt: txt/jbms-11.txt
summary:
  Sumarac et al. (2003) investigated the fracture of reinforced concrete beams subjected to three-point bending analytically (using fracture mechanics), numerically (using finite elements), and experimentally (using load controlled testing). Salah and El-Adawy (1975) used an energy balance cracking criterion along with finite element analysis in order to predict the cracking moment of reinforced concrete beams.


id: jbms-1158
author: P N, Ojha; N S, Adarsh Kumar ; Singh, Brijesh; Singh, Abhishek; Patel, Vikas
date: 2021-07-01
pages: 10
extension: .pdf
mime: application/pdf
words: 4960
sentence: 308
flesch: 61
cache: cache/jbms-1158.pdf
txt: txt/jbms-1158.txt
title:
  A case study on deterioration assessment and rehabilitation of fire damaged reinforced concrete structure

summary:
  Test method for spalling of fire exposed concrete. The field investigation covered (i) determination of Quality of concrete using UPV testing technique as per IS: 13311 (Part – I) - 1992, (ii) Concrete cover study and (iii) extraction of concrete cores samples from identified members for Carbonation study at site and to further carry out the laboratory investigation on concrete cores, which covered (a) Determination of equivalent cube compressive strength of concrete core as per IS 456 (2000) & IS:516(1959) (b) Chemical analysis of hardened concrete to determine pH value, chloride content and Sulphate content.


id: jbms-10
author: Haddadou, Naima; Chaid, Rabah; Ghernouti, Youcef; Adjou, Naima
title: The effect of hybrid steel fiber on the properties of fresh and hardened self-compacting concrete
date: 2014-06-06
pages: 12
extension: .pdf
mime: application/pdf
words: 4699
sentence: 327
flesch: 69
cache: cache/jbms-10.pdf
txt: txt/jbms-10.txt
summary:
  Self-compacting concrete (SCC) offers several economical and technical benefits, the use of steel fibers extends its possibilities. Two different types of steel fibers were used in combination with different lengths (50 mm and 30 mm), keeping the total fiber content constant at 60 kg/m3.


id: jbms-1080
author: Sahraoui, Mohamed; Bouziani, Tayeb
date: 2021-12-31
pages: 11
extension: .pdf
mime: application/pdf
words: 4539
sentence: 344
flesch: 68
cache: cache/jbms-1080.pdf
txt: txt/jbms-1080.txt
title:
  ANN modelling approach for predicting SCC properties - Research considering Algerian experience. Part III. Effect of mineral admixtures

summary:
  54,28 54,28 12 0,4 0 0,6 64,51 66,90 88,94 94,08 12,69 5,12 8,26 12,12 51,67 46,21 13 0,4 0,2 0,4 79,53 70,21 92,66 Ghafoori et al (2016) show an improvement in SCC fresh properties with incorporation of natural pozzolan while compressive strength is slightly decreased.


id: jbms-1208
author: Sharma, Satish ; Arora, V V ; Ojha, P N; Singh, Brijesh; Patel, Vikas ; N S, Adarsh Kumar
title: Use of bottom ash as part replacement of sand for making concrete blocks
date: 2021-07-05
pages: 11
extension: .pdf
mime: application/pdf
words: 4695
sentence: 244
flesch: 64
cache: cache/jbms-1208.pdf
txt: txt/jbms-1208.txt
summary:
  I, BA II & BA III collected from three different location of Coal Fed Thermal Power Station. The particle size distribution of the BA from the power station in is close to natural sand which makes it possible to replace the natural sand in concrete with the BA. ii) When BA sand was used in concrete, the workability of fresh concrete improved; when used in medium to high strength concrete even for the same slump value the concrete with BA sand was easier to be cast.


id: jbms-13
author: Adjou, Naima; Haddadou, Naima
title: Comparative performance of isolated and fixed-base reinforced concrete structures
date: 2015-01-30
pages: 9
extension: .pdf
mime: application/pdf
words: 2560
sentence: 179
flesch: 58
cache: cache/jbms-13.pdf
txt: txt/jbms-13.txt
summary:
  Therefore, this article includes a numerical application of the nonlinear static method, the capacity spectrum method (CSM), on two types of structures, fixed base structure and isolated base structure. Conventional structure Isolated structure µ Dy (cm)


id: jbms-1373
author: Mbereyaho, Leopold; Jean Bosco, Niyoyita; Augustin, Kimararungu ; Desire, Ntakiyimana
title: Basalt Powder Waste Application as Affordable Concrete Admixture
date: 2022-04-14
pages: 13
extension: .pdf
mime: application/pdf
words: 4722
sentence: 298
flesch: 63
cache: cache/jbms-1373.pdf
txt: txt/jbms-1373.txt
summary:
  This study aimed at analyzing the potentials of basalt powder waste used in concrete as admixtures in different percentages, e.g. 0%, 5%, 10%, 15% and 20%. The results showed that the gradual incorporation of basalt powder waste as admixture up to 20%, accelerated the setting time more than 13 times, but decreased the compressive strength of concrete by around 24.5%, with comparison to normal concrete strength.


id: jbms-2840
author: Kilani, Abiodun; Olubambi, Ademilade; Ikotun, Bolanle; Oladejo, Oladipupo; Famodu, Babatunde
date: 2023-07-01
pages: 24
extension: .pdf
mime: application/pdf
words: 11945
sentence: 731
flesch: 61
cache: cache/jbms-2840.pdf
txt: txt/jbms-2840.txt
title:
  Evaluating the reinforcements efficiency of sawdust and corncob wastes in structural concrete: A comprehensive review

summary:
  Conductivity 0 20 40 60 80 100 1 2 3 4 5 Percentage of sawdust content (%)/ percentage of water absorption of sawdust concrete (%) N u m b e r o f sa m p le s te st e d Percent. Mechanical and Thermal Properties of sawdust concrete.


id: jbms-1375
author: Wilson, Uwemedimo Nyong; Z, Gambo; I S , Mohammed ; O C, Eze ; S O, Odeyemi
title: Pozzolanic Properties of White Cowpea Husk Ash
date: 2021-12-31
pages: 10
extension: .pdf
mime: application/pdf
words: 3512
sentence: 263
flesch: 66
cache: cache/jbms-1375.pdf
txt: txt/jbms-1375.txt
summary:
  The increase in consistencies with increase in WCHA content could be due to high LoI of WCHA compared to Wilson et al., J. Build. Effect of WCHA on Initial Setting and Final Setting Time of Cement Paste The initial setting and final setting time of WCHA-Cement paste ranged from 76 to 168 minutes and 172 to 351 minutes respectively for 0 to 25 % WCHA replacement as shown in Figure 3.


id: jbms-137
author: Abbou , Mohammed; Semcha , Abdelaziz; Kazi-Aoual , Fatiha
date: 2020-04-09
pages: 9
extension: .pdf
mime: application/pdf
words: 3501
sentence: 258
flesch: 69
cache: cache/jbms-137.pdf
txt: txt/jbms-137.txt
title:
  Stabilization of compressed earth block clayey materials from Adrar (Algeria) by lime and crushed sand

summary:
  This depends on the increase in lime content and the cure time. Property changes induced in clay soils when using lime stabilization.


id: jbms-776
author: Arif Kamal, Mohammad
date: 2020-12-13
pages: 19
extension: .pdf
mime: application/pdf
words: 6789
sentence: 427
flesch: 55
cache: cache/jbms-776.pdf
txt: txt/jbms-776.txt
title:
  An investigation into tensile structure system: construction morphology and architectural interventions

summary:
  Tensile structure system are capable of spanning large distances while incurring very little weight on supporting structure, developments in the design of fabric structure can dramatically change the ways in which permanent building construction is conceptualized. The paper begins with a brief historical evolution and explanation of the various types of fabric structure that have previously been built.


id: jbms-16
author: Oyedepo, Olugbenga Joseph ; Olanitori, Lekan Makanju; Akande, Sumbo Philip
date: 2015-01-30
pages: 7
extension: .pdf
mime: application/pdf
words: 2914
sentence: 187
flesch: 65
cache: cache/jbms-16.pdf
txt: txt/jbms-16.txt
title:
  Performance of coconut shell ash and palm kernel shell ash as partial replacement for cement in concrete

summary:
  Ndoke (2006) investigated the suitability of palm kernel shells as partial replacement for coarse aggregates in asphaltic concrete. Olanipekun et al. (2006) compared concrete made with coconut shells and palm kernel shells as replacement for coarse aggregates and concluded that coconut shells performed better than palm kernel shells.


id: jbms-1488
author: Patel, Vikas; Singh, Brijesh; Ojha, P N ; Ranga Rao, Pandu ; Sagar, Amit
title: Impact of ISO: 17020 for Quality Assurance System in Construction Sector
date: 2021-12-31
pages: 11
extension: .pdf
mime: application/pdf
words: 3655
sentence: 193
flesch: 47
cache: cache/jbms-1488.pdf
txt: txt/jbms-1488.txt
summary:
  The study was conducted for construction projects of different government bodies. Quality is one of the critical factors in the success of construction projects.


id: jbms-14
author: Gueddouda, Mohamed Kamel; Goual, Idriss; Taibi, Said; Aboubekr, Nabil; Lamara, Mohamed
title: Effect of bentonite on the saturated hydraulic conductivity of landfill liners based on dune sand
date: 2015-01-30
pages: 8
extension: .pdf
mime: application/pdf
words: 3207
sentence: 215
flesch: 61
cache: cache/jbms-14.pdf
txt: txt/jbms-14.txt
summary:
  % SiO2 Al2O3 Na2O CaO K2O MgO Fe2O3 CaCO3 SO3 Bentonite 65.2 17.25 3 5 1.7 3.10 2.10 / 2.65 Dune sand 95.87 / / / / / / 2.9 0.91 97 % S +3 % B 4% 0% 1,8 19,1 10,5 20 --- -- 2,6395 10 0,85 17 95 % S +5 % B 5% 0% 2,5 18,8


id: jbms-17
author: Bouziani, Tayeb
title: Self-compactibility of flowing sand-concrete containing dune sand and marble powder
date: 2015-01-30
pages: 8
extension: .pdf
mime: application/pdf
words: 2763
sentence: 183
flesch: 70
cache: cache/jbms-17.pdf
txt: txt/jbms-17.txt
summary:
  At required levels, fresh self-compacting concrete must possess the following key properties (AFGC, 2008): - Flowability - Passing ability - Stability To achieve these properties, some of the basic requirements are for FSC mixtures to have high powder content and the incorporation of superplasticizer. The compositions of FSC mixtures are presented in Table 3.


id: jbms-1288
author: Vijayakumar, Amudhan; Qian, Hui
date: 2021-12-31
pages: 13
extension: .pdf
mime: application/pdf
words: 6282
sentence: 287
flesch: 58
cache: cache/jbms-1288.pdf
txt: txt/jbms-1288.txt
title:
  The High-Speed Railway Bridges Under Vehicle Moving Load And Near Fault Seismic Ground Motions – Review.

summary:
  2.3 Characteristics of near fault ground motions Previous researches conducted numerous comparisons between the near faults and far fault motions to study the structural response of the structures and to understand the characteristics of near fault pulse-like motions. This literature review can help the beginners and who initiate the study based on the dynamic behavior of high speed railway bridges and its components under seismic and moving load effects.


id: jbms-1374
author: Louadj, Samia ; Smail, Lila
title: Seismic analysis of Souk Tlata dam behaviour using finite element simulation
date: 2022-02-17
pages: 11
extension: .pdf
mime: application/pdf
words: 4654
sentence: 302
flesch: 65
cache: cache/jbms-1374.pdf
txt: txt/jbms-1374.txt
summary:
  Youd and Idriss, (2001), Wang (2007), Chen et al. (2009), Holzer et al. (2010), Huang and Jiang (2010), Cao et al. (2011), Hou et al. (2011) and Liu et al. (2016) have shown that medium–strong earthquakes (Mw 5.5–6.5) will not cause fissures in earth dams, but do cause sand liquefaction over large areas. The behaviour of dam materials is described using the simple non associated Mohr Coulomb criterion.


id: jbms-1895
author: Chatbi , Mohammed ; Harrat , Zouaoui Rabie ; Ghazoul , Tahir ; Bachir Bouiadjra, Mohamed
date: 2022-02-21
pages: 11
extension: .pdf
mime: application/pdf
words: 2760
sentence: 205
flesch: 61
cache: cache/jbms-1895.pdf
txt: txt/jbms-1895.txt
title:
  Free vibrational analysis of composite beams reinforced with randomly aligned and oriented carbon nanotubes, resting on an elastic foundation

summary:
  Conclusions In the present study, the material properties of carbon nanotubes reinforced composite beams are defined using the Mori-Tanaka’s method, while considering aligned and randomly oriented CNT’s, it is concluded that the aligned reinforcement in the polymer matrix is much more effective than the randomly oriented CNT’s, because CNT’s laid in an aligned way have high properties due to the high elastic properties of the CNT’s in disposition direction. Key words: Free vibration analyses, Mori-Tanaka’s method, Carbon nanotube reinforced beams, Elastic foundation, refined beam theory.


id: jbms-1487
author: Ojha, P N ; Kumar, Suresh; Mandre, Manish Kumar; Mittal, Piyush; Singh, Brijesh; V V, Arora
title: Empirical Equation for Concrete Made With PPC or OPC with Fly Ash by Accelerated Mix Design Method
date: 2021-12-31
pages: 12
extension: .pdf
mime: application/pdf
words: 4773
sentence: 287
flesch: 67
cache: cache/jbms-1487.pdf
txt: txt/jbms-1487.txt
summary:
  Accelerated curing of normal concrete by warm water method and boiling water method provided by IS:9013 (1978) are helpful to predict 28 days strength of control concrete with respect to accelerated cured strength by means of correlation between accelerated strength and normal curing strength. As per IS: 9013 methodology to predict the 28 days strength of concrete from accelerated cured strength are indicated only for normal/control concrete.


id: jbms-1598
author: Bouabdallah, Moulaï Abdellah
date: 2022-05-27
pages: 11
extension: .pdf
mime: application/pdf
words: 4579
sentence: 263
flesch: 68
cache: cache/jbms-1598.pdf
txt: txt/jbms-1598.txt
title:
  Influence of the thermomechanical loading on the behavior of high performance concrete and ordinary concrete

summary:
  °C, 450°C, 600°C and 900°C. With regard to Figure 6 (c), it shows that the compressive strength was rising proportionally with temperature between 20 °C and 250 °C for ordinary concrete, and between 20 °C and 350 °C for concrete high performance.


id: jbms-18
author: Oyedepo, Olugbenga Joseph; Olukanni, Ebenezer Omoniyi
date: 2016-03-04
pages: 8
extension: .pdf
mime: application/pdf
words: 3023
sentence: 212
flesch: 66
cache: cache/jbms-18.pdf
txt: txt/jbms-18.txt
title:
  Experimental investigation of the performance of palm kernel shell and periwinkle shell as partial replacement for coarse aggregate in asphaltic concrete

summary:
  PKS=6.42% < 10 10-20 20-30 >35 Exceptionally tough / Strong Very tough / Strong Good for pavement surface course Weak for pavement surface course Satisfactory for road surfacing/wearing course 4 Aggregate Crushing Value Test Specified Limit (%) CA=27.92% PWS=11.49% PKS=9.22% Not more than 30% for Surface or wearing course Satisfactory 5 Water In Bitumen Test 3.9% Max.


id: jbms-1441
author: Goutsaya, Janvier; Ntamack, Guy Edgar; Kenmeugne, Bienvenu; Charif d’Ouazzane, Saâd
date: 2021-12-31
pages: 21
extension: .pdf
mime: application/pdf
words: 5643
sentence: 482
flesch: 78
cache: cache/jbms-1441.pdf
txt: txt/jbms-1441.txt
title:
  Mechanical characteristics of compressed earth blocks, compressed stabilized earth blocks and stabilized adobe bricks with cement in the town of Ngaoundere - Cameroon

summary:
  % GRAVEL Φ > 2000µm % SAND 20<Φ<2000µm % SILT 2<Φ<20 µm % CLAY Φ≤ 2 µm MAI 1,5 53,3 28,2 17 BAM 14 48,2 14,3 23,5 GAD Rmoy (4%) Rmoy(8%) MAI 2,42


id: jbms-1897
author: Smaida, Ali; Cheriet , Rihab; Haddadi , Smail; Nechnech , Ammar
title: Valorization of dune sand of Djelfa (Algeria) treated by hydraulic binders in pavement foundations
date: 2022-02-22
pages: 11
extension: .pdf
mime: application/pdf
words: 3556
sentence: 235
flesch: 65
cache: cache/jbms-1897.pdf
txt: txt/jbms-1897.txt
summary:
  Mixture % of dune sand % of natural pozzolan % of lime % of (pozzolan+lime) DS 100-0-0 100 0 0 0 DS 90-8-2 90 8 2 10 DS 85-12-3 85 12 3 15 DS 80-16-4 80 16 4 20 DS 75-20-5 75 20 5 25 4. ISSN 2353-0057, EISSN : 2600-6936 Valorization of dune sand of Djelfa (Algeria) treated by hydraulic binders in pavement foundations Smaida


id: jbms-1882
author: Ghazoul , Tahir ; Benatta , Mohamed Atif ; Bachir Bouiadjra, Mohamed
title: Static and dynamic behaviors of laminated composite plates resting on elastic foundation
date: 2022-02-20
pages: 10
extension: .pdf
mime: application/pdf
words: 4821
sentence: 280
flesch: 79
cache: cache/jbms-1882.pdf
txt: txt/jbms-1882.txt
summary:
                                                  b s x x xx b s y y y y b s xy xy xy xy k k z k f z k k k      , ( )                  s yz yz s xy xz g z     , ( ) 1 ( ) g z Kinematics The displacement field can be obtained as                                           0 0 , , , , , , , , , , , , , , , , , , , , , , , , , b s b s b s w x y t w x y t u x y z t u x y t z f z x x w x y t w x y t v x y z t v x y t z f


id: jbms-1772
author: Hadjazi, Khamis; Hamiani, A. ; Zouaoui, Sereir; Sofiane, Amziane
title: Fatigue behavior of damaged concrete beams repaired with composite material
date: 2022-10-21
pages: 11
extension: .pdf
mime: application/pdf
words: 5084
sentence: 345
flesch: 70
cache: cache/jbms-1772.pdf
txt: txt/jbms-1772.txt
summary:
  (6), (12) and (17) becomes:     2 1 2 1 2 2 1 2 2 22 1, 1 2, 2 1, 1 2, 2 1, 1 2, 2 1 1N N a N N N N N N Y Y Y Yd K Y Y h b K M dx (9), Eq. (16) becomes:   1 2 1 2 1 2 2 1 1, 1 2, 2 1, 1 2, 2 N f a N N N N N N Y Yd M Y Y h N dx


id: jbms-19
author: Haddadou, Naima; Chaid, Rabah; Ghernouti, Youcef; Adjou, Naima; Bouzoualegh, Malik
date: 2016-03-04
pages: 10
extension: .pdf
mime: application/pdf
words: 4093
sentence: 275
flesch: 66
cache: cache/jbms-19.pdf
txt: txt/jbms-19.txt
title:
  Fresh and hardened properties of self-compacting concrete with different mineral additions and fibers

summary:
  Highest splitting tensile strength obtained in M8 (polypropylene fiber in combination with steel fiber reinforced concrete) and in M7 (steel fibers reinforced concrete).  It is possible to produce hybrid fiber concretes using polypropylene fibers and glass fibers in combination with steel fibers, with an enhanced strengths compared to controlled concrete without fibers.


id: jbms-208
title: Optimal seismic response using a Passive Tuned Mass Damper Inerter (TMDI)
date: 2020-04-10
pages: 9
extension: .pdf
mime: application/pdf
words: 3703
sentence: 222
flesch: 67
cache: cache/jbms-208.pdf
txt: txt/jbms-208.txt
author:
  Djerouni , Salah; Ounis , Abdelhafid ; Athamnia , Brahim; Charrouf , Mouncef Eddine; Abdeddaim , Mahdi; Djedoui , Nassim

summary:
  Tuned mass damper inerter (TMDI) creates a conventional generalization passive tuned mass damper (TMD) mass, spring, damper, and inerter. In order to estimate the effectiveness of the hybrid system, a base-isolated structure with a tuned mass damper called (L2) and a base-isolated structure with tuned mass damper inerter called (L3) are compared with a conventional base-isolated structure called (L1) (Benchmark model).


id: jbms-2797
author: Zaid, Ismahen; Merzoud, Mouloud; Benazzouk, Amar
title: Properties of construction material based-Diss fibers: Physico-mechanical characterisation
date: 2022-12-29
pages: 8
extension: .pdf
mime: application/pdf
words: 2941
sentence: 183
flesch: 53
cache: cache/jbms-2797.pdf
txt: txt/jbms-2797.txt
summary:
  Conclusions In this study, experiments have been performed to investigate the feasibility and mechanical properties of Diss fibers reinforced specimen, using Tradical PF70 binder, as other traditionally binders replacement to such as cement, lime, clay.... The produced specimen contained 4/1 volume ratio of Diss fibers to Binder.


id: jbms-2082
author: Bendjilali, Fatiha ; Bendjillali, Khadra ; Benharzallah, Krobba
title: Formulation and characterisation of micro and macro polypropylene fibre reinforced mortar
date: 2022-05-30
pages: 12
extension: .pdf
mime: application/pdf
words: 4301
sentence: 305
flesch: 66
cache: cache/jbms-2082.pdf
txt: txt/jbms-2082.txt
summary:
  The highest compressive strengths are produced in polypropylene fibres mortars, as in flexural strength, which shows the positive effect of the addition of polypropylene fibres to mortar. Composition of fibres mortars.


id: jbms-1896
author: Ojha, P N ; Kumar, Sumit ; Kaura, Puneet; Singh, Brijesh; Singh, Pranay
date: 2022-05-24
pages: 13
extension: .pdf
mime: application/pdf
words: 5099
sentence: 347
flesch: 60
cache: cache/jbms-1896.pdf
txt: txt/jbms-1896.txt
title:
  Experimental investigation on effect of corrosion on curvature-ductility relationship of RCC member in flexure

summary:
  4. Conclusions Impact of corrosion on curvature ductility RC beams which was designed as per IS: 456 (2000) code was subject of this study and significant effect of corrosion on the flexure behavior of RC beam was observed. (Cabrera and Ghoddoussi, 1992) Studied the impact of corrosion on flexure behavior RCC member and reported that bond strength reduced at 9% corrosion level and also showed that deflection also increase due to increase in corrosion level.


id: jbms-2782
author: Hamadou-Ali, Mohamed; Benazzouk, Amar; Ben Hamed, Haikel
date: 2022-12-28
pages: 8
extension: .pdf
mime: application/pdf
words: 3279
sentence: 205
flesch: 54
cache: cache/jbms-2782.pdf
txt: txt/jbms-2782.txt
title:
  Viability of flax particles to develop cellular construction materials: Physico-mechanical characterisation

summary:
  Specimen lightening The effect of change in flax particles volume on dry unit weight of the specimen is shown in Fig. 4, while the value decreased from 1080 kg/m3, for control specimen (0 volume of flax), to 590 kg/m3 for specimen with 2 volumes of flax particles. (2022) 9: 133-140 Original Article DOI : 10.34118/jbms.v9i2.2782 ISSN 2353-0057, EISSN : 2600-6936 Viability of flax particles to develop cellular construction materials: Physico-mechanical characterisation M. Hamadou-Ali 1, A. Benazzouk 1,*, H. Ben Hamed 1 1 Laboratory of Innovative Technologies (UR-UPJV 3899), University of Picardie Jules Verne, Amiens, France.


id: jbms-2780
author: Hariz, Samah; Ghomari, Fouad; Touil, Brahim
title: Characterization of a bio-based concrete using virgin cork aggregate
date: 2022-12-29
pages: 9
extension: .pdf
mime: application/pdf
words: 3605
sentence: 262
flesch: 64
cache: cache/jbms-2780.pdf
txt: txt/jbms-2780.txt
summary:
  As well as concrete with 25% of cork immersed in water for 2 hours showed good fresh homogeneity resulting a significant improvement in the consistency of cork concrete (Tedjditi et al., 2022). Protocol of mixing cork concretes (Tedjditi et al., 2020) Fig.


id: jbms-2083
author: Ghedjati, Samir ; Lamara, Mohammed ; Houmadi , Youcef
date: 2022-06-30
pages: 12
extension: .pdf
mime: application/pdf
words: 4697
sentence: 282
flesch: 53
cache: cache/jbms-2083.pdf
txt: txt/jbms-2083.txt
title:
  Probabilistic slope stability analysis: a case study of Ain Bouzian landslide within North-East Algeria

summary:
  Revue of strength reduction method (SRM) In the last few decencies, there are two main types of slope stability analysis method, one is based on the rigid body motion of limit equilibrium method, and the second is based on the numerical approaches. Probabilistic slope stability analysis for practice.


id: jbms-23
author: Gupta, Souradeep
date: 2016-11-06
pages: 12
extension: .pdf
mime: application/pdf
words: 5419
sentence: 316
flesch: 59
cache: cache/jbms-23.pdf
txt: txt/jbms-23.txt
title:
  Effect of content and fineness of slag as high volume cement replacement on strength and durability of ultra-high performance mortar

summary:
  Design guide of high strength concrete. Influence of supplementary cementitious materials on engineering properties of high strength concrete.


id: jbms-1606
author: Apeh, Abah Joseph
title: Hydration Behaviour and Characteristics of Binary Blended Metakaolin Cement Pastes
date: 2022-04-14
pages: 17
extension: .pdf
mime: application/pdf
words: 8306
sentence: 438
flesch: 63
cache: cache/jbms-1606.pdf
txt: txt/jbms-1606.txt
summary:
  The influences of MK cement on hydration and microstructure development can be seen through its chemical and physical effects. These two reactions form the basis for hydration behaviour of MK blended cement which requires more in depth study.


id: jbms-22
author: Khan, Rizwan Ahmad; Ganesh, Atluri
title: The effect of coal bottom ash (CBA) on mechanical and durability characteristics of concrete
date: 2016-05-03
pages: 12
extension: .pdf
mime: application/pdf
words: 6254
sentence: 368
flesch: 67
cache: cache/jbms-22.pdf
txt: txt/jbms-22.txt
summary:
  BA before and after being grounded was used as replacement of cement and its physical and chemical properties were studied, it was found that compressive strength of mortar containing 20-30% of BA as cement replacement was much less than that of cement mortar at all ages, but at 60 days BA concrete has more strength (Jaturapitakkul and Cheerarot, 2003). Fresh properties of concrete like bleeding, workability, hardened properties like compressive test, splitting tensile test, modulus of elasticity, chemical resistance, density of concrete permeable pore space and water absorption, X-ray diffractogram, and SEM morphology of concrete containing BA as fine aggregate were studied, workability of BA concrete was found to decrease on use of CBA, water loss from bleeding decreased, permeable pore space increased in early age and reduced with the progress of curing age, water loss through air drying increases up to 50% replacement and from 75% it decreases, compressive strength reduces in early age and after 28 days curing strength increases, splitting tensile strength of concrete improved at all the curing ages on use of CBA as fine aggregate.


id: jbms-24
author: Kore, Sudarshan Dattatraya; Vyas, Ashok Kumar
title: Durability of concrete using marble mining waste
date: 2016-11-06
pages: 13
extension: .pdf
mime: application/pdf
words: 5123
sentence: 343
flesch: 65
cache: cache/jbms-24.pdf
txt: txt/jbms-24.txt
summary:
  They also reported that, water absorption and depth of carbonation of concrete containing marble aggregate showed similar results to that of control concrete. This may be the reason for better performance of concrete containing marble aggregate (mix C2) exposure to fire.


id: jbms-21
date: 2016-05-03
pages: 16
extension: .pdf
mime: application/pdf
words: 6248
sentence: 451
flesch: 64
cache: cache/jbms-21.pdf
txt: txt/jbms-21.txt
author:
  Benabed, Benchaa; Soualhi, Hamza; Belaidi, Akram Salah Eddine; Azzouz, Lakhdar; Kadri, El Hadj; Kenai, Said

title:
  Effect of limestone powder as a partial replacement of crushed quarry sand on properties of self-compacting repair mortars

summary:
  The effects of limestone powder content in crushed sand on the properties of SCRM are not studied. It is observed that when limestone powder content is 10 %, the SCRM achieved a better flowability.


id: jbms-2614
author: Quaranta, Nancy; Caligaris, Marta; Unsen, Miguel; López, Hugo; Pelozo, Gisela ; Cristóbal, Adrián
title: Ceramic bricks using pistachio shells as controlled porosity former
date: 2023-03-27
pages: 11
extension: .pdf
mime: application/pdf
words: 5571
sentence: 341
flesch: 61
cache: cache/jbms-2614.pdf
txt: txt/jbms-2614.txt
summary:
  The present work studies the use of pistachio shells as a porosity-forming raw material in the manufacture of ceramic bricks. Introduction The present work corresponds to the study of pistachio shells as a raw material in the manufacture of ceramic bricks.


id: jbms-25
author: Yadav, Jitendra Singh; Tiwari, Suresh Kumar
date: 2016-11-06
pages: 17
extension: .pdf
mime: application/pdf
words: 8356
sentence: 489
flesch: 65
cache: cache/jbms-25.pdf
txt: txt/jbms-25.txt
title:
  Effect of inclusion of crumb rubber on the unconfined compressive strength and wet-dry durability of cement stabilized clayey soil

summary:
  Background The incorporation of waste rubber tire affects the properties of the clayey soils. Various investigators (Al-Tabbaa et al., 1997; Cokca and Yilmaz, 2004; Akbulut et al., 2007; Robani and Chan, 2008; Ho and Chan, 2010; Cabalar et al., 2014; Srivastava et al., 2014; Wang and Song, 2015; Beena et al., 2016) had studied the effect of inclusion of waste rubber tire on the unconfined compressive strength of the cohesive soils.


# url

id: jbms-2
domain: scholar.google.com
url:
  http://scholar.google.com/scholar?q=%22journal+of+building+materials+and+structures%22&btng=&hl=fr&as_sdt=0%2c5


id: jbms-707
domain: www.thehindu.com
url:
  http://www.masterbuilder.co.in/autoclaved-aerated-concrete-aaca-sustainablehttp://www.thehindu.com/features/homes-and-gardens/5-green-building


id: jbms-709
domain: www.researchgate.net
url:
  https://www.researchgate.net/profile/mostafa_tazarv?_sg%5b0%5d=wydhdvpaumw8d_5kuutk-y6dcfvno9i8vadzl-ifh5en2sdvpsra2ixidz1gza7ckzetbci.moe_peg-o_l0sifvtleitkjwr7mcshurlsneh18d78mdug2qov3kxesjbs92lzefezfbvth-jczz9bnev5xo6a&_sg%5b1%5d=xumbm8a3rviaqocrddmkdikpfpc0mkjmxd0nia8uu6no047u-og5cvmuwdbquv2zphbq_w0.d5-yrmemjsz82m4_f2hbbeyb3tw_6pmtyx5j6pwi3ekifl2ew4_khd0l9zzy8ndjprozdenqottszkbd4beouq


id: jbms-51
domain: fr.wikipedia.org
url:
  http://fr.wikipedia.org/wiki/sp%c3%83%c2%a9cial:ouvrages_de_r%c3%83%c2%a9f%c3%83%c2%a9rence/978-0-470-84862-3


id: jbms-51
domain: fr.wikipedia.org
url:
  http://fr.wikipedia.org/wiki/num%c3%83%c2%a9ro_de_contr%c3%83%c2%b4le_de_la_biblioth%c3%83%c2%a8que_du_congr%c3%83%c2%a8s


id: jbms-72
domain: adrar-algerie.blogspot.com
url:
  https://www.google.fr/url?sa=i&rct=j&q=&esrc=s&source=imgres&cd=&cad=rja&uact=8&ved=2ahukewjsrpxi0fdgahxm2oakhyuzap4qjrx6bagbeau&url=http://adrar-algerie.blogspot.com/2017/01/route-tindouf-adrar-sur-460-km-fin-2017.html&psig=aovvaw1k6qekdvfhqscpiw2hhxu-&ust=1552068880392460


id: jbms-1054
domain: www.archdaily.com
url:
  https://www.archdaily.com/545230/construction-halted-on-shop-architects-atlanticyards-housing-project


id: jbms-1054
domain: www.archdaily.com
url:
  https://www.archdaily.com/545230/construction-halted-on-shop-architects-atlantic-yards-housing-project


# ent

id: jbms-2
sid: 17
eid: 1
type: ORG
entity:
  https://pkp.sfu.ca/ http://scholar.google.com/scholar?q=%22journal+of+building+materials+and+structures%22&btng=&hl=fr&as_sdt=0%2c5 http://www.openarchives.org/ http://www.openarchives.org/


id: jbms-62
sid: 148
eid: 3
type: ORG
entity:
  https://www.bca.gov.sg/professionals/iquas/..%5ciquas%5cgpgs%5cawindow%5cawdesign.pdf https://www.bca.gov.sg/professionals/iquas/..%5ciquas%5cgpgs%5cawindow%5cawdesign.pdf


id: jbms-47
sid: 22
eid: 2
type: ORG
entity:
  saribiyik et mailto:zanachenaziha@yahoo.fr mailto:benzannache.naziha@univ-guelma.dz benzannache et al.


id: jbms-44
sid: 166
eid: 1
type: ORG
entity:
  ministère de l’energie et des mines-agence nationale pour la promotion et la rationalisation de l’utilisation de l’energie


id: jbms-72
sid: 41
eid: 1
type: FAC
entity:
  https://www.google.fr/url?sa=i&rct=j&q=&esrc=s&source=imgres&cd=&cad=rja&uact=8&ved=2ahukewjsrpxi0fdgahxm2oakhyuzap4qjrx6bagbeau&url=http://adrar-algerie.blogspot.com/2017/01/route-tindouf-adrar-sur-460-km-fin-2017.html&psig=aovvaw1k6qekdvfhqscpiw2hhxu-&ust=1552068880392460 https://www.google.fr/url?sa=i&rct=j&q=&esrc=s&source=imgres&cd=&cad=rja&uact=8&ved=2ahukewjsrpxi0fdgahxm2oakhyuzap4qjrx6bagbeau&url=http://adrar-algerie.blogspot.com/2017/01/route-tindouf-adrar-sur-460-km-fin-2017.html&psig=aovvaw1k6qekdvfhqscpiw2hhxu-&ust=1552068880392460 https://www.google.fr/url?sa=i&rct=j&q=&esrc=s&source=imgres&cd=&cad=rja&uact=8&ved=2ahukewjsrpxi0fdgahxm2oakhyuzap4qjrx6bagbeau&url=http://adrar-algerie.blogspot.com/2017/01/route-tindouf-adrar-sur-460-km-fin-2017.html&psig=aovvaw1k6qekdvfhqscpiw2hhxu-&ust=1552068880392460


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entity:
  http://fr.wikipedia.org/wiki/sp%c3%83%c2%a9cial:ouvrages_de_r%c3%83%c2%a9f%c3%83%c2%a9rence/978-0-470-84862-3 http://fr.wikipedia.org/wiki/num%c3%83%c2%a9ro_de_contr%c3%83%c2%b4le_de_la_biblioth%c3%83%c2%a8que_du_congr%c3%83%c2%a8s http://lccn.loc.gov/2004271361


id: jbms-765
sid: 171
eid: 1
type: PERSON
entity:
  1er colloque euromaghrébin sur les bois méditerranéens caractérisation et valorisation technologique des bois


id: jbms-1054
sid: 340
eid: 3
type: PERSON
entity:
  https://www.archdaily.com/545230/construction-halted-on-shop-architects-atlanticyards-housing-project teotia m. k.


id: jbms-708
sid: 314
eid: 1
type: ORG
entity:
  application des modèles nonlinéaires au calcul des chaussées souples, bulletin de liaison des laboratoires des ponts et chaussées


id: jbms-772
sid: 201
eid: 1
type: PERSON
entity:
  https://scholarsmine.mst.edu/icchge/5icchge/session01/55 https://scholarsmine.mst.edu/icchge/5icchge/session01/55


id: jbms-1441
sid: 317
eid: 1
type: ORG
entity:
  détermination des limites d’atterberg limite de liquidité à la coupelle-limite de plasticité au rouleau


id: jbms-1896
sid: 334
eid: 1
type: PERSON
entity:
  https://doi.org/10.1061/(asce)be.1943-5592.0001429 https://doi.org/10.1680/stbu.2002.152.4.361 https://doi.org/10.1680/jstbu.19.0011


id: jbms-2083
sid: 217
eid: 4
type: PERSON
entity:
  http://dx.doi.org/10.1016/j.jafrearsci.2011.11.010 https://doi.org/10.1139/t02%e2%80%93034 ghedjati s et al.


