Bayesian Updating of Serviceability Reliability for Maximum Ground Settlement Induced by Braced Excavations Using Multiple Empirical Models

dc.contributor.author	Li, Peiping
dc.contributor.author	Zhu, Yan
dc.contributor.author	Cao, Zi-Jun
dc.contributor.author	Zhang, Lian-Yu
dc.contributor.author	Zhang, Runhong
dc.date.accessioned	2026-08-20T20:57:54Z
dc.date.available	2026-08-20T20:57:54Z
dc.date.copyright	2025/07/16
dc.date.issued	2025
dc.identifier.other	AJRUA6.RUENG-1621.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl1/handle/yetl/4313740
dc.description.abstract	AbstractServiceability reliability assessment of maximum ground settlement induced by braced excavations is essential for ensuring the safety of adjacent buildings. Numerous empirical models have been developed to predict the maximum ground settlement, ...
dc.publisher	American Society of Civil Engineers
dc.title	Bayesian Updating of Serviceability Reliability for Maximum Ground Settlement Induced by Braced Excavations Using Multiple Empirical Models
dc.type	Journal Article
dc.journal.volume	11
dc.journal.issue	4
dc.journal.title	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
dc.identifier.doi	10.1061/AJRUA6.RUENG-1621
dc.journal.fristpage	04025053-1
dc.journal.lastpage	04025053-18
dc.page	18
dc.tree	ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004
dc.contenttype	Fulltext