Centrifuge and Numerical Modeling of Tunnel Responses Induced by Single Bored Piles Under Loading in Clay
Junwei Jin
School of Civil Engineering, Zhengzhou University, No. 100 Science Avenue, Zhengzhou, 450001, China
Boyi Fu
School of Civil Engineering, Zhengzhou University, No. 100 Science Avenue, Zhengzhou, 450001, China
Min Yang
School of Civil Engineering, Tongji University, Shanghai, 200000, China
Mingyu Li
School of Civil Engineering, Zhengzhou University, No. 100 Science Avenue, Zhengzhou, 450001, China
Yanqing Wei
School of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, 471000, China
International Journal of Civil Engineering (2022)
Pay read: https://link.springer.com/article/10.1007/s40999-022-00711-6
cover tunnel photo by: Matt Brown from London, England / CC BY
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https://link.springer.com/article/10.1007/s40999-022-00711-6
Centrifuge and Numerical Modeling of Tunnel Responses Induced by Single Bored Piles Under Loading in Clay
link.springer.comInternational Journal of Civil Engineering - Load-bearing pile foundations induce soil stress changes and ground deformation, which affect the safety of nearby tunnels. Centrifuge model tests and...