Journal
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING
Volume 24, Issue 9, Pages 1302-1319Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/19648189.2018.1463296
Keywords
Bearing capacity; internal skirted foundation; finite element analyses; clay; undrained
Categories
Funding
- National Natural Science Foundation of China [51478479, 51678570]
- Innovation Driven Plan of Central South University, China [2015CX005]
- Opening Fund of State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, China [SKLGP2014K008]
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Three-dimensional (3D) finite element analysis is used to investigate the vertical and horizontal bearing capacity of internal skirted foundations in normally consolidated uniform clay under undrained condition. The vertical and horizontal bearing capacity analysis has taken the effects of embedment ratio, foundation-soil interface roughness and soil strength heterogeneity into account. In this paper, new equations have been proposed for calculating vertical and horizontal bearing capacities based on the results of the finite element analyses. In the proposed equations, the vertical capacity consists of an end-bear resistance and a skin friction resistance, whereas the horizontal capacity consists of a normal resistance, a radial shear resistance and a base shear resistance. By comparing the numerical results, it shows that the proposed equations properly predicted the bearing capacities of the internal skirted foundations in uniform or non-uniform clay under undrained condition.
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