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contributor authorDeng, Zhi-Ping
contributor authorYou, Jia-Yang
contributor authorPan, Min
contributor authorZhong, Min
contributor authorLuo, Cao
contributor authorJiang, Shui-Hua
date accessioned2026-08-20T21:33:43Z
date available2026-08-20T21:33:43Z
date copyright2026/03/31
date issued2026
identifier otherAJRUA6.RUENG-1872.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314653
description abstractAbstractAntislide 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 ...
publisherAmerican Society of Civil Engineers
titleRandom Material Point Method for Large-Deformation Analysis of 3D Pile-Reinforced Slopes with Spatially Variable Soils
typeJournal Article
journal volume12
journal issue2
journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
identifier doi10.1061/AJRUA6.RUENG-1872
journal fristpage04026019-1
journal lastpage04026019-20
page20
treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002
contenttypeFulltext


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