Random Material Point Method for Large-Deformation Analysis of 3D Pile-Reinforced Slopes with Spatially Variable Soils

dc.contributor.author	Deng, Zhi-Ping
dc.contributor.author	You, Jia-Yang
dc.contributor.author	Pan, Min
dc.contributor.author	Zhong, Min
dc.contributor.author	Luo, Cao
dc.contributor.author	Jiang, Shui-Hua
dc.date.accessioned	2026-08-20T21:33:43Z
dc.date.available	2026-08-20T21:33:43Z
dc.date.copyright	2026/03/31
dc.date.issued	2026
dc.identifier.other	AJRUA6.RUENG-1872.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4314653
dc.description.abstract	AbstractAntislide piles are widely utilized for disaster prevention and slope stabilization. However, previous studies have often neglected the influence of pile design on both slope destabilization and postfailure mitigation, focusing predominantly on ...
dc.publisher	American Society of Civil Engineers
dc.title	Random Material Point Method for Large-Deformation Analysis of 3D Pile-Reinforced Slopes with Spatially Variable Soils
dc.type	Journal Article
dc.journal.volume	12
dc.journal.issue	2
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1872
dc.journal.fristpage	04026019-1
dc.journal.lastpage	04026019-20
dc.page	20
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002
dc.contenttype	Fulltext