地下水位变化的非饱和土层上摇摆基础的性能

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2021-09-07 DOI:10.1680/JGEOT.20.P.221

M. Turner, M. Ghayoomi, K. Ueda, R. Uzuoka

引用次数: 3

摘要

一种新兴的基础设计方案，称为摇摆基础，有可能限制传递到上部结构的荷载，并在增加沉降和旋转之间进行潜在的权衡。。。

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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Performance of rocking foundations on unsaturated soil layers with variable groundwater levels

An emerging foundation design scheme, termed a rocking foundation, has the potential to limit loads transmitted to the superstructure, with the potential trade-off of increased settlements and rota...

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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.