Long-term performance of subway tunnels induced by the symmetrical excavation of semicircular deep foundation pits in the Northeast Region hard silty clay-Reference-Cited by-同舟云学术

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Long-term performance of subway tunnels induced by the symmetrical excavation of semicircular deep foundation pits in the Northeast Region hard silty clay

Published:2024-12 Issue: Volume:154 Page:106052
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Tang Wenchong,Tang Liang,Ling Xianzhang,Kong Xiangxun,Zhang Yifan

Funder

Ministry of Housing and Urban-Rural Development

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference45 articles.

1. Field monitoring and numerical analysis of ground deformation induced by tunnelling beneath an existing tunnel;Ahmed;Cogent Engineering,2021

2. Numerical investigation of the failure of a building in Shanghai, China;Chai;Comput. Geotech.,2014

3. Finite-element analysis of deep excavation in layered sandy and clay soil deposits;Changyu;Can. Geotech. J.,1994

4. Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils;Chen;Tunn. Undergr. Space Technol.,2016

5. Tunnel complex unloaded by a deep excavation;Dolezˇalová;Comput. Geotech.,2001

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