The curve shape of pore water pressure developing under isotropic consolidation is not the same as that under anisotropic consolidations.
均压固结和偏压固结时孔压增长曲线形态不同。
2
A new formula for evaluating the maximum dynamic shear modulus of the sand under the anisotropicconsolidation 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。
3
In the test, after anisotropicconsolidation, keeping the deviator stress, pore water is injected using pore water control apparatus under a constant volumetric strain controlled condition.