砂土上矩形浅基础下的机构：垂直荷载

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2020-11-17 DOI:10.1680/jgeot.18.p.058

Yining Teng, S. Stanier, S. Gourvenec

引用次数: 4

摘要

本文根据一系列离心模式的结果，详细分析了矩形基础下硅砂和碳酸盐砂在单轴垂直荷载作用下的变形行为。。。

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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Mechanisms beneath rectangular shallow foundations on sands: vertical loading

This paper details analysis of deformation behaviour of silica and carbonate sands under a rectangular foundation subject to uniaxial vertical load based on results from a series of centrifuge mode...

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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.