Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application-Reference-Cited by-同舟云学术

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Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application

Published:2020-04 Issue: Volume:98 Page:103339
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Liu Jianwen,Shi Chenghua,Lei Mingfeng,Cao Chengyong^ORCID,Lin Yuexiang^ORCID

Funder

National Natural Science Foundation of China

National Key R&D Program of China

Fundamental Research Funds for the Central Universities of Central South University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference29 articles.

1. Interaction of twin tunnels and shallow foundation at Zand underpass, Shiraz metro;Afifipour;Iran. Tunnel. Undergr. Space Technol.,2011

2. Deformation characteristics and countermeasures of shallow and large–span tunnel under–crossing the existing highway in soft soil: a case study;Cao;Ksce J. Civil Eng.,2018

3. Response of a Taipei Rapid Transit System (TRTS) tunnel to adjacent excavation;Chang;Tunnel. Undergr. Space Technol.,2001

4. Chen, Y., 2005. Research on the heave displacement of tunnel induced by foundation pit (M.S. thesis). Tongji University (in Chinese).

5. The longitudinal model test of shield tunnel;Huang;Tunnel. Undergr. Space Technol.,2006

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2. Investigation of metro tunnel response to multiple adjacent large excavations in soft soils;Tunnelling and Underground Space Technology;2024-10

3. Coupled Analytical Method for Braced Excavation Based on the Pasternak Foundation Model and Nonlinear p – y Curve Model;International Journal of Geomechanics;2024-09

4. Enhanced theoretical approach for predicting the tunnel response due to deep excavation above;Transportation Geotechnics;2024-09

5. Improved calculation method for corresponding characteristics of foundation pit excavation on the diaphragm wall;Alexandria Engineering Journal;2024-09

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