Deformation Behavior of Diaphragm Walls and Ground Surface During Excavation of a Circular Deep Foundation Pit Considering Coupled Dewatering and Recharge Effects

Few studies have focused on the deformation of ultra-deep circular foundation pits under the combined effects of dewatering and recharge. Therefore, a case of an ultra-deep circular foundation pit in a soft soil area was selected to investigate the mechanisms of groundwater variation induced by dewa...

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Hlavní autoři:	Yanbin Xue, Fengfan Chen, Jian Wu, Jiayao Liu, Lei Huang, Bin Liu, Chunlong Bi, Tianyu Xu, Yongwei Li, Dongjie Li
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2026-06-01
Edice:	Buildings
Témata:	ultra-deep circular foundation pit dewatering recharge diaphragm wall deformation ground settlement finite element analysis
On-line přístup:	https://www.mdpi.com/2075-5309/16/13/2575
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