土拱效应分析的悬链线模型及其在陷坑塌陷预测中的应用

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2021-01-22 DOI:10.1680/jgeot.20.p.235

J. Alonso, Marina Moya, L. Asensio, G. de la Morena, J. Galve, V. Navarro

引用次数: 6

摘要

本文建立了二维和轴对称条件下的陷落预测模型。该模型解释了悬架对崩塌阈值的拱效应。

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 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.