Stability of Nonuniform Large Geotextile-Reinforced Cofferdam under Seepage and Excavation Effects

This paper investigates the failure mechanism of nonuniform large geotextile-reinforced cofferdam under seepage and excavation effects on soft sediments. A numerical model is established and validated with available testing results. Then, parametric studies are carried out to investigate the potenti...

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Bibliographic Details
Main Authors: Lu, Xiaochun, Luo, Yue, Ming, Huajun, Zhou, Mi, Zhang, Xihong, Liu, Dingwei
Format: Journal Article
Published: ASCE 2022
Online Access:http://hdl.handle.net/20.500.11937/89762