Principles of geotechnical engineering solution manual by braja m das 7th ed
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Principles of geotechnical engineering solution manual by braja m das 7th ed
Copyright MMZZHH ©2011www.elsolucionario.netwww.mmzzhh.comGiven that:Grain diameter corresponding to 10% finer Z0lo = 0.ŨSmm Grain diameter correspend Principles of geotechnical engineering solution manual by braja m das 7th ed ding to 30% finer = 0.22 mm.Grain diameter corre spending to 60% finer Dfl = 0.41 mm Uniformity coefficient c*, ISp -*“0.41 mm0.08 mmc,= 5.13Therefore, the uniformity coefficient is Cs - 5.13Coefficient of gradation c*. ISc =Ao x Ao(0 22 mm)2= (0.41 mm)(0.08mm)c = 1.48 cTherefore, the coefficient of Principles of geotechnical engineering solution manual by braja m das 7th ed gradation isCtf = 1.48Copyright MMZZHH © 2011www.mmzzhh.comwww.elsolucionario.netGiven that:Grain diameter corresponding to 10% finer jD10 = 0 24 mmGPrinciples of geotechnical engineering solution manual by braja m das 7th ed
rain diameter corresponding to 30% finer ZZjj = 0.82 mm.Grain diameter corre spending to 60% finer Dfl = 1.81 mmUniformity coefficient Ca ISp -' Ao1.8Copyright MMZZHH ©2011www.elsolucionario.netwww.mmzzhh.comGiven that:Grain diameter corresponding to 10% finer Z0lo = 0.ŨSmm Grain diameter correspendCopyright MMZZHH ©2011www.elsolucionario.netwww.mmzzhh.comGiven that:Grain diameter corresponding to 10% finer Z0lo = 0.ŨSmm Grain diameter correspendGọi ngay
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