Three-dimensional elastoplastic analysis of strain-softening surrounding rock based on the non-linear bond-slip relationship considering hydraulic-mechanical coupling

IF 2.2 4区工程技术 Q2 ENGINEERING, CIVIL

European Journal of Environmental and Civil Engineering Pub Date : 2024-07-03 DOI:10.1080/19648189.2024.2354779

Jin-feng Zou, Qin-hua Wu

引用次数: 0

Abstract

After the anchor is installed, relative slip between the anchor and the surrounding rock will occur in the actual engineering. Based on the proposed nonlinear bond-slip model, a three-dimensional e...

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基于考虑水力机械耦合的非线性粘结滑移关系的应变软化围岩三维弹塑性分析

在实际工程中，锚杆安装后，锚杆与围岩之间会发生相对滑移。基于所提出的非线性粘结滑移模型，一个三维的非线性粘结滑移模型可用于分析锚杆和围岩之间的相对滑移。

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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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.

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