Elastic stiffness of circular footings on clay overlying sand under general loading

IF 1.5 4区 工程技术 Q3 ENGINEERING, GEOLOGICAL Geotechnique Letters Pub Date : 2020-09-22 DOI:10.1680/JGELE.20.00045
Yifa Wang, M. Cassidy, B. Bienen
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引用次数: 4

Abstract

Foundations are commonly situated on layered soil deposits, where the elastic stiffnesses may differ from values calculated using solutions for single-layer elastic media. This paper reports elasti...
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一般荷载作用下粘土上覆砂圆形基础的弹性刚度
地基通常位于层状土壤沉积物上,其中弹性刚度可能不同于使用单层弹性介质解计算的值。本文报道弹性…
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来源期刊
Geotechnique Letters
Geotechnique Letters ENGINEERING, GEOLOGICAL-
CiteScore
4.20
自引率
0.00%
发文量
42
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.
期刊最新文献
Small-strain, non-linear elastic Winkler model for uniaxial loading of suction caisson foundations A new grouting cable without core tube used for reinforcement of fractured rock mass Géotechnique Letters: Referees 2022 Award-winning paper in 2021 Auxiliary plastic potential approach in elastoplasticity for soils
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