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Cheng Dong

Guangxi University

East Daxue Road #100

Nanning, 530004

China

SCHOLARLY PAPERS

1

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26

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0

Scholarly Papers (1)

1.

Theoretical approach for predicting vertical deformation of underlying shield tunnels due to excavation unloading, incorporating soil consolidation

Number of pages: 52 Posted: 29 Nov 2025
Guangxi University, Guangxi University, Guangxi University, Guangxi University, Guangxi University, Guangxi University and Guangxi University
Downloads 26 (1,399,036)

Abstract:

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Foundation pit excavation, Soil-tunnel interaction, Soil consolidation, Foundation flexibility matrix, Time domain analysis