Deformation Analysis and Reinforcement Effect of Tunnel Pile Excavation of a Subway Station in a Weak Stratum

The underground hole pile excavation method causes a large vertical displacement in a weak stratum, which affects the safety of structures. For the first time, the hole pile excavation method is being used to construct a subway station in South China, and the settlement law of the area is not clear....

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Bibliographic Details

Published in:	Buildings
Main Authors:	Jianbing Lv, Jianjun Lu, Jingkai Huang, Juan Huang, Jia Li, Xiangyang Ge
Format:	Article
Language:	English
Published:	MDPI AG 2023-07-01
Subjects:	tunneling pile excavation method weak stratum MJS method structure–soil interaction
Online Access:	https://www.mdpi.com/2075-5309/13/8/1943