Analysis of Ultimate Bearing Capacity of Shallow Circular Foundation

dc.contributor.author	Wei Jin
dc.contributor.author	Zhou Zhi-jun
dc.date.accessioned	2017-05-08T22:09:21Z
dc.date.available	2017-05-08T22:09:21Z
dc.date.copyright	June 2014
dc.date.issued	2014
dc.identifier.other	35244557.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/72469
dc.description.abstract	This study derives the equation for the bearing capacity of shallow circular foundation on the basis of the upper bound theorem of limit analysis method. The equation is derived by considering the work of soil weight and by assuming that the foundation failure mode obeys Prandtl sliding mechanism, which consists of
dc.publisher	American Society of Civil Engineers
dc.title	Analysis of Ultimate Bearing Capacity of Shallow Circular Foundation
dc.type	Journal Paper
dc.journal.volume	8
dc.journal.issue	2
dc.journal.title	Journal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi	10.1061/JHTRCQ.0000375
dc.tree	Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 002
dc.contenttype	Fulltext