a new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropic consolidation is presented by using the resonant column method.
采用共振柱试验方法,提出了一个非均等固结下砂土最大动剪切模量新的增长公式。
a new simplified incremental formula for evaluating the pore pressure of the saturated sands under the anisotropic consolidation was presented by using the dynamic triaxial tests.
通过动三轴液化试验,提出了一个新的适用于非均等固结下饱和砂土孔压的增量型简化计算公式。
on the other hand, the anisotropic consolidation and lower effective consolidation pressure decelerate the degradation of stiffness under the same cyclic stress ratio.