根据有效应力理论(Effective Stress Theory),本文选择沉积物抗剪强度作为其稳定性指标进行研究,并对沉积物其他特性(如含水量、湿容重)进行了同步测定.
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Based on the double effective stress theory and Geomechanics, this paper has built a horizontal crustal stress calculation model.
以多孔介质双重有效应力理论为基础，结合地质力学知识，建立了水平地应力的计算模型。
The radius of plastic area, the maximum compress stress caused by driving pile , and the pore water stress can be concluded by using the cavity expansion method and the effective stress theory.
分析了软土地基中静压桩的挤土效应机理，依据圆孔扩张理论和有效应力原理，推导出塑性区影响范围、桩对土体的挤压应力、孔隙水压力估算公式等。
This paper presents the effects of soil liquefaction on design response spectrum in terms of effective stress theory by considering the thickness and depth of sand layer, and the earthquake intensity.
本文采用有效应力原理分析了液化土层对设计反应谱的影响，分析中考虑了砂层的厚度、埋深和输入地震动等因素。
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