Deformation characteristics and instability mechanism of transportation hub under downward traversal conditions of the double-track super-large diameter shield tunnel-Reference-Cited by-同舟云学术

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Deformation characteristics and instability mechanism of transportation hub under downward traversal conditions of the double-track super-large diameter shield tunnel

Published:2024-06 Issue:2 Volume:2 Page:131-142
ISSN:2949-7418
Container-title:Geohazard Mechanics
language:en
Short-container-title:Geohazard Mechanics

Author:

Gao Xiangzhi,Yao Aijun

Publisher

Elsevier BV

Reference18 articles.

1. Special issue on impact on the urban environment and the quality of life from the construction and operation of lrt (light rapid transit) systems preface;Kouroussis;Sci. Total Environ.,2016

2. Performance of a foundation pit supported by bored piles and steel struts: a case study;Cui;Soils Found.,2018

3. Analysis of ground surface settlement induced by the construction of a large-diameter shield-driven tunnel in Shanghai,China;Xie;Tunn. Undergr. Space Technol.,2016

4. Soil disturbance induced by shield tunnelling in sensitive clay: in Situ test and analyses;Gao;Transport. Geotechnics,2023

5. Deep learning-based prediction of steady surface settlement due to shield tunnelling;Wang;Autom. ConStruct.,2023

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