Critical failure mechanisms in relatively flat undrained slopes

IF 1.5 4区工程技术 Q3 ENGINEERING, GEOLOGICAL

Geotechnique Letters Pub Date : 2020-06-30 DOI:10.1680/jgele.19.00075

D. V. Griffiths, C. Martin

引用次数: 4

Abstract

Undrained slope stability analysis has been one of the most frequently studied theoretical problems in geotechnical engineering. The classical charts of Taylor, based on strictly circular failure m...

查看原文本刊更多论文

相对平坦不排水边坡的临界破坏机制

不排水边坡稳定性分析一直是岩土工程中研究最多的理论问题之一。泰勒的经典图，基于严格的循环失效m…

本文章由计算机程序翻译，如有差异，请以英文原文为准。

求助全文

约1分钟内获得全文求助全文

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.