考虑非相关土壤塑性的岩土稳定性分析的改进Davis方法

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-11-17 DOI:10.1680/jgeot.18.p.158

Xi Chen, Dong-yong Wang, Yuzhen Yu, Yan-nan Lyu

引用次数: 12

摘要

对于涉及非缔合塑性的岩土稳定性分析，Davis方法在强度折减过程中更新了内摩擦角和剪胀角，可以使岩土稳定性得到改善。。。

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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A modified Davis approach for geotechnical stability analysis involving non-associated soil plasticity

For geotechnical stability analysis involving non-associated plasticity, the Davis approach with internal friction angle and dilatancy angle updated during the strength reduction process can lead t...

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来源期刊

Geotechnique 工程技术-地球科学综合

CiteScore

9.80

自引率

10.30%

发文量

168

审稿时长

7 months

期刊介绍： Established in 1948, Géotechnique is the world''s premier geotechnics journal, publishing research of the highest quality on all aspects of geotechnical engineering. Géotechnique provides access to rigorously refereed, current, innovative and authoritative research and practical papers, across the fields of soil and rock mechanics, engineering geology and environmental geotechnics.