Shear of bolted non-persistent joints: role of bolting conditions and joint persistency

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2020-10-26 DOI:10.1680/jgele.20.00030

Yuanchao Zhang, Yujing Jiang, Changsheng Wang, M. Chen, Q. Yin

引用次数: 3

Abstract

The instability of rock slopes and underground engineerings is usually caused by the shear failure of non-persistent joints. Rock bolt, as the main support method, has an important influence on the...

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螺栓非持久接头的剪切:螺栓条件和接头持久性的作用

岩石边坡和地下工程的失稳通常是由非持久节理的剪切破坏引起的。锚杆支护作为一种主要的支护方式，对边坡的稳定性有着重要的影响。

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

Geotechnique Letters ENGINEERING, GEOLOGICAL-

CiteScore

4.20

自引率

0.00%

发文量

期刊介绍： Géotechnique Letters provides a vehicle for the rapid international dissemination of the latest and most innovative geotechnical research and practice. As an online journal, it is aimed at publishing short papers, intending to foster the quick exchange of the latest advances and most current ideas without the delays imposed by printed journals, whilst still maintaining rigorous peer reviewing standards.