An extended Prandtl solution for analytical modelling of the bearing capacity of a shallow foundation on a spatially variable undrained clay

IF 4.2 1区工程技术 Q1 ENGINEERING, GEOLOGICAL

Geotechnique Pub Date : 2021-03-24 DOI:10.1680/JGEOT.20.P.118

Jinhui Li, Chenglong Wu, W. Luo, Luwei Sun, D. White

引用次数: 5

Abstract

Classical bearing capacity theory was developed mainly based on spatially uniform soil properties, which cannot account for the influence of inherent soil variability. If the soil strength is heter...

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空间可变不排水粘土上浅基础承载力分析模型的扩展Prandtl解

经典承载力理论主要基于空间均匀的土壤特性，不能考虑土壤固有变异性的影响。如果土壤强度较高。。。

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.