Abstract:Through comparing the undrainde shear strength determined by laboratory tests with that by DMT horizontal stress index KD,make a conclusion that Marchetti's equations concerning the evaluation of undrained shear strength are applicable to soft cohesive soils in Shanghai district,and the dilatometer modulus ED has linear relativity with undrained shear strength.
中文标题:
用扁铲侧胀试验计算饱和软粘土的不排水抗剪强度
Calculation for Undrained Shear Strength of Saturation Cohesive Soils Using Flat Dilatometer