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Shear Instability of Saturated Soil Considering the Gradients of Strain and Pore Pressure
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作者 鲁晓兵 崔鹏 《Journal of Shanghai University(English Edition)》 CAS 2003年第2期138-142,共5页
The dynamic instability of saturated soil considering the gradients of strain and pore pressure was discussed in this paper.The inertia and the drainage effects were considered and the Perturbation method was used.It ... The dynamic instability of saturated soil considering the gradients of strain and pore pressure was discussed in this paper.The inertia and the drainage effects were considered and the Perturbation method was used.It is shown that the strain gradient and pore pressure gradient are positive factors for the instability of saturated soil. 展开更多
关键词 saturated soil INSTABILITY gradient.
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