effective stress in soil For the given soil profile, Calculate the distribution of total stress, pore pressure, and effective stress along depth and report their values at point A, B, and C. effective stress in
Saturated Unit Weight A soil has a voids ratio of 0.7. Calculate the dry and saturated unit weight of the material. Assume that the solid material occupies 1 m3. Assuming Gs = 2.65, the distribution
Effective stress A uniform layer of sand 10 m deep overlays bedrock. The water table is located 2 m below the surface of the sand which is found to have a voids ratio e =