Analysis of ground movement due to metro station driven with enlarging shield tunnels under building and its parameter sensitivity analysis

Author:

Liu Jiangfeng,Qi Taiyue,Wu Zhanrui

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference20 articles.

1. Modelling tunnelling-induced settlement of masonry buildings;Burd;Geotechnical Engineering,2000

2. Finite element analysis of tunnel -soil-pile interaction using displacement controlled model;Cheng;Tunnelling and Underground Space Technology,2007

3. Hiroshi, N., 2007. Construction of enlarging road shield tunnel for the non-open-cut method. In: The Fourth China–Japan Exchange of Shield Driving Tunnel Technique, China, pp. 265–273.

4. Hiroshi, N., Takuya, M., Akio, M., 2006. Space Enlargement Methods of Shield Tunnels for Constructing Branch Connections-Examples of the Open Cut Method and the Non-Open Cut Method. Technical Research Report of Hazama Corporation (CD-ROM), vol. 38.

5. Keshuan, M., Lieyun, D., 2008. Finite element analysis of tunnel-soil-building interaction using displacement controlled model. In: 7th WSEAS Int. Conf. on Applied Computer & Applied Computational Science (ACACOS’08), Hangzhou, China, pp. 306–311.

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