Question: Q . 2 A low plasticity silt soil ( ML ) was tested and the soil has c = 0 kPa, ' = 2 8
Q A low plasticity silt soil ML was tested and the soil has kPa,AEVkPa, dry density residual suction kPa, saturated volumetric water content Find the shear strength or for the following conditions:
marks
tableNet normal stress,Matric suctio,volumetric water, orat failure,at failure,content
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