With the increase of α0, dynamic strength decreases markedly.

随着α的增大,动强度明显降低, 残余孔隙水压力减小,残余应变发展速率加快.

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The structure increase the soil strength, and therefore make soil produce a higher pore water pressure.

结构性增加了土体的强度,要克服由于结构性而增加的强度, 土体将产生较高的超静孔隙水压力值.

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At last, the approximate calculation methods of pore water pressure and flowing pressure are presented.

给出土坡稳定性分析中对孔隙水压力和动水压力的近似计算方法.

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On the other hand, the resulting hole would pore water increased, rocks, friction force reduced.

另一方面, 由此形成的孔隙会使孔隙水增加, 岩石内摩擦力降低.

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