id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
fis-3385	Med Bouteben, Yasmine; Zeineddine, Boudaoud	Mechanical behaviour of sandy soils embankments treated with cement and reinforced with discrete elements (fibres)	2022	13	.pdf	application/pdf	5420	393	59	Ut (cm) S1 S2 S1 S2 S1 S2 S1 S2 0%C+0F 1.38 1.5 3.18 2.69 2.1 2.38 3.33 3.26 3%C 1.64 1.69 2.79 2.70 2.12 2.39 2.99 3.03 3%C+F12 1.67 1.8 2.79 2.68 2.13 2.43 2.98 2.99 3%C+F18 1.68 1.8 2.77 2.70 2.12 2.33 2.96 3.01 6%C 1.66 1.78 2.79 2.69 2.12 2.33 2.98 3.02 6%C+F12 1.68 1.79 2.80 2.67 2.13 2.39 3.04 3.0 6%C+F18 1.68 1.8 2.79 2.68 2.11 2.37 3.01 2.99 M. B. Yasmine, Frattura ed Integrità Strutturale, 60 (2022) 174-186; DOI: 10.3221/IGF-ESIS.60.13 184 Figure 13: [9], employed a Plaxis 3D model to evaluate the damage produced to the geogrid during triaxial tests performed on reinforced sand samples, this model offered a clear explanation of the major cause of the damage by analysing numerical and experimental results.	cache/fis-3385.pdf	txt/fis-3385.txt