2011•Unpublished venueRequires access
Influence factors of ultimate bearing capacity of foundations under shallow rectangular footings
Zhe Wang, Wang Guo-cai, Liang Zhi-bin
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Abstract
Several parameters influencing the calculation result of bearing capacity are discussed, which indicate bearing capacity coefficient is related to the internal friction angle and length-width ratio of rectangular foundation. Through analyzing ultimate bearing capacity of rectangular foundations using three equations and three theoretical solutions, some useful conclusions are gotten.