采用非线性破坏准则对非饱和和非均质土中的桩基边坡进行三维稳定性分析

IF 2.2 4区工程技术 Q2 ENGINEERING, CIVIL

European Journal of Environmental and Civil Engineering Pub Date : 2024-08-05 DOI:10.1080/19648189.2024.2365348

Wei Zhao, Yunong Li, Chang Liu, Liwei Wang

引用次数: 0

摘要

在非线性莫尔-库仑（Mohr-Coulomb，MC）破坏准则下，基于上限极限分析定理，分析了桩基非饱和非均质边坡的三维（3D）稳定性。...

本文章由计算机程序翻译，如有差异，请以英文原文为准。

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The three-dimensional stability analysis of piled slopes in unsaturated and inhomogeneous soils with nonlinear failure criterion

Under the nonlinear Mohr-Coulomb (MC) failure criterion, based on the upper-bound limit analysis theorem, the three-dimensional(3D) stability of piled unsaturated inhomogeneous slopes is analyzed. ...

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来源期刊

European Journal of Environmental and Civil Engineering ENGINEERING, CIVIL-ENGINEERING, GEOLOGICAL

CiteScore

4.80

自引率

4.80%

发文量

153

审稿时长

6 months

期刊介绍： The European Research Area has now become a reality. The prime objective of the EJECE is to fully document advances in International scientific and technical research in the fields of sustainable construction and soil engineering. In particular regard to the latter, the environmental preservation of natural media (soils and rocks) and the mitigation of soil-related risks are now not only major societal challenges, but they are also the source of scientific and technical developments that could be extremely beneficial.