全部

1·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 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。

3·In the test, after anisotropic consolidation, keeping the deviator stress, pore water is injected using pore water control apparatus under a constant volumetric strain controlled condition.

该实验是在各项异性的固结作用后保持差应力，使用孔隙水控制装置在体积不变的应变控制条件下将孔隙水注入。

4·The results show that the anisotropic permeability of soils has a remarkable effect on the surface displacement in the process of consolidation.

计算结果表明，土的渗透各向异性对固结过程中的地表位移有比较显著的影响。