Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay

dc.contributor.author	Shen, Zhichao
dc.contributor.author	Chen, Hongzhen
dc.contributor.author	Wang, Le
dc.contributor.author	Tian, Yinghui
dc.date.accessioned	2026-08-20T12:09:17Z
dc.date.available	2026-08-20T12:09:17Z
dc.date.copyright	2025/06/14
dc.date.issued	2025
dc.identifier.other	AJRUA6.RUENG-1614.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313158
dc.description.abstract	AbstractMost prior research on the bearing capacity of rectangular footings has predominantly concentrated on soils with deterministic properties. In practical scenarios, soils are characterized with spatial variability due to their historic geological ...
dc.publisher	American Society of Civil Engineers
dc.title	Probabilistic Analysis of the Undrained Bearing Capacity of Rectangular Footings on Three-Dimensional Spatially Variable Clay
dc.type	Journal Article
dc.journal.volume	11
dc.journal.issue	3
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1614
dc.journal.fristpage	04025045-1
dc.journal.lastpage	04025045-11
dc.page	11
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 003
dc.contenttype	Fulltext