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Frontiers of Structural and Civil Engineering >> 2013, Volume 7, Issue 4 doi: 10.1007/s11709-013-0227-5
Foundations bearing capacity subjected to seepage by the kinematic approach of the limit analysis
1. Civil Engineering Department, Faculty of Engineering, University of Guilan, Rasht P.O. 41635-3756, Iran; 2. Civil and Environmental Engineering Department, School of Engineering, Shiraz University, Shiraz P.O. 71334-1585, Iran
Available online:2013-12-05Abstract
Keywords
foundation ; bearing capacity ; limit analysis ; numerical computation ; plasticity ; seepage
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