Numerical study on responses of an existing metro line to staged deep excavations

Author:

Li Ming-Guang,Xiao Xiao,Wang Jian-Hua,Chen Jin-Jian

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference43 articles.

1. Small-strain Stiffness of Soils and its Numerical Consequences;Benz,2007

2. Cracking in walls of a building adjacent to a deep excavation;Bryson;J. Perform. Constr. Facil,2011

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

4. Repair of displaced shield tunnel of the Taipei rapid transit system;Chang;Tunn. Undergr. Space Technol.,2001

5. Numerical study on the movement of existing tunnel due to deep excavation in Shanghai;Chen;Geotechnical Eng. J. SEAGS & AGSSEA,2011

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