Research of surface settlement for a single arch long-span subway station using the Pipe-roof Pre-construction Method-Reference-Cited by-同舟云学术

Research of surface settlement for a single arch long-span subway station using the Pipe-roof Pre-construction Method

Published:2018-02 Issue: Volume:72 Page:210-217
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Yang Xian,Li Yongsuo

Funder

National Natural Science Foundation of China

Natural Science Foundation of Hunan Province

Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring (Central South University), Ministry of Education

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference16 articles.

1. Chang, S.K., et al. 2009. A case study in the application of T.R.C.M and C.A.M-construction of station with a large section tunnel below underground shopping center. In: International Conference of the Associated Research Centers for Urban Underground Space.

2. Chen, S.Z., Su, Z.X., 2012. The Largest Tunnel Station in Korea the Express Bus Terminal Subway Station, Lot 913, Seoul Subway Line 9. Cons Tech 41(357):41–49, 101 (in Chinese).

3. Fujita, K., 1981. On the surface settlements caused by various methods of shield tunneling. In: Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, pp. 609–610.

4. Tubular thrust jacking for underground roof construction on the Antwerp Metro, Part 1;Hemerijckx;Tunn. Tunnel. Int.,1983

5. Kwak, C.W., et al., 2007. Seismic behavior of Tubular Roof & Trench method(T.R&T) by numerical analysis, Underground Space – the 4th Dimension of Metropolises(Landon), pp. 513–518.

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