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Role of Numerical Modeling in Simplified Liquefaction Analysis of Sloping Ground

机译:数值模型在简化地基液化分析中的作用

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Finite element analyses of several seismically- and dynamically-induced liquefaction flow failures suggest that existing relations to estimate the yield strength ratio of contractive, saturated sandy soils may be overly conservative. Herein, we propose tentative revised relations for estimating yield strength ratio using normalized penetration resistance. These relations are based on available laboratory data from triaxial compression, torsional shear/triaxial compression, direct simple shear, and ring shear tests on isotropically- and anisotropically-consolidated specimens. We use the finite element analysis results from the case histories for preliminary verification of the proposed relations for yield strength ratio.
机译:对几种地震和动力引起的液化流失的有限元分析表明,现有的估算饱和,饱和砂土的屈服强度比的关系可能过于保守。在此,我们提出了利用修正的抗穿透性来估算屈服强度比的临时修正关系。这些关系是基于对各向同性和各向异性固结试样的三轴压缩,扭转剪切/三轴压缩,直接简单剪切和环剪切测试的可用实验室数据得出的。我们使用案例历史中的有限元分析结果来初步验证所提出的屈服强度比关系。

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