A method of predicting the stress-strain state of soil foundations under a dynamic response based on a liquefaction potential is analyzed. Laboratory studies of sandy water-saturated soils under the conditions of dynamic triaxial compression were performed. It is demonstrated that the use of an ‘average’ liquefaction potential for a layer regardless of its thickness effects an unreasonably optimistic assessment of the stability of a soil mass.

中文翻译：

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具有深度相关液化势的砂土体动态稳定性

分析了一种基于液化势的动态响应下地基应力应变状态预测方法。对动态三轴压缩条件下的砂质水饱和土进行了室内研究。事实证明，无论其厚度如何，使用层的“平均”液化势都会影响对土体稳定性的不合理乐观评估。