Disaster mechanism analysis for segments floating of large-diameter shield tunnel construction in the water-rich strata: A case study

Author:

Shi Zhou,Xu JinfengORCID,Xie Xiongyao,Zeng Hongbo,Xu Weijiang,Niu Gang,Xiao Zhonglin

Funder

Science and Technology Innovation Plan Of Shanghai Science and Technology Commission

National Natural Science Foundation of China

State Grid Shanghai Municipal Electric Power Company

Publisher

Elsevier BV

Reference38 articles.

1. Prediction of ground subsidence by shield tunneling using ensemble learning;Zhao;Tunn. Undergr. Space Technol.,2023

2. Deformation and failure analysis of metro shield tunnel induced by active ground fissure in Xi'an, China;Li;Eng. Failure Analy.,2022

3. Failure mechanism analysis for tunnel construction crossing the water-rich dense fracture zones: A case study;Shi;Eng. Fail. Anal.,2023

4. Long-term stress monitoring and in-service durability evaluation of a large-span tunnel in squeezing rock;Liu;Tunn. Undergr. Space Technol.,2022

5. Ground deformation induced by shield tunneling posture in soft soil;Jin;Tunn. Undergr. Space Technol.,2023

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