id	author	title	date	pages	extension	mime	words	sentence	flesch	summary	cache	txt
american_scientific_journal-3455	Shafiqu, Qassun Sa'ad Al-Deen Mohammed; A. Abdulrassol, Murtadha	Database of Dynamic Soil Properties for Most Iraq Soils	2017	25	.pdf	application/pdf	7440	209	60	All the soils parameters are calculated included soil shear strength, friction angel, shear velocity, compression velocity etc... American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) (2017) Volume 37, No 1, pp 230-254 239 Table 6: Soil properties in different locations and zones of Iraq. S10 0-10 Very soft to very stiff brown lean or fat CLAY(CL,CH) 1.0 18.37 13.92 40 0 550 138 104.6 35.7 0.466 10-13 Grey silty SAND (SM) 19.63 15.54 0 37 334 103 61.8 21.23 0.455 13-15 Very soft to very stiff brown lean CLAY (CL) 20.02 16.03 48 0 450 102 62.57 21.24 0.473 4.2 Seismic site soil classification The classification of sites soil are used to determine thecategories of seismic designed and all the seismic sites soils and it classified according to PISC (2013) and FEMA (2010), , and the site soil is classified to type (A,B,C,D,E S1or S2) according to Eurocode 8 (2004) and this classification are depended on one of the three methods: • The number of blows (N) needed to drive a standard penetration tool 1 foot into the soil using a standard hammer • The shear resistance of the soil (su) as measured using standard laboratory test procedures.	cache/american_scientific_journal-3455.pdf	txt/american_scientific_journal-3455.txt