稳态地下水流作用下Hoek-Brown岩中矩形隧道的稳定性

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2020-10-09 DOI:10.1680/jgele.20.00043

P. Bhattacharya, Puja Dutta

引用次数: 9

摘要

本文的研究目的是利用下界力计算稳态地下水渗流条件下符合Hoek-Brown屈服准则的岩体中开挖的矩形隧道的稳定性。

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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Stability of rectangular tunnel in Hoek–Brown rocks under steady-state groundwater flow

The present research work aims to determine the stability of a rectangular tunnel excavated in rock masses obeying Hoek-Brown yield criteria under steady-state groundwater flow using lower bound li...

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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.