Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay-Reference-Cited by-同舟云学术

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Influence of grouting on rehabilitation of an over-deformed operating shield tunnel lining in soft clay

Published:2018-07-17 Issue:4 Volume:14 Page:1227-1247
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Zhang Dong-mei,Liu Zi-sheng,Wang Ru-lu,Zhang Dong-ming^ORCID

Funder

National Natural Science Foundation of China

Science and Technology Commission of Shanghai Municipality

Science and Technology Project for Transportation and Construction in West of China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-018-0696-8.pdf

Reference42 articles.

1. BTS (2004) Tunnel lining design guide. Thomas Telford Publishing, Thomas Telford Ltd, London

2. Chai J-C, Miura N, Koga H (2005) Lateral displacement of ground caused by soil–cement column installation. J Geotech Geoenviron Eng 131:623–632

3. Chang C-T, Wang M-J, Chang C-T, Sun C-W (2001) Repair of displaced shield tunnel of the Taipei rapid transit system. Tunn Undergr Space Technol 16:167–173

4. Chang CT, Sun CW, Duann S, Hwang RN (2001) Response of a Taipei rapid transit system (TRTS) tunnel to adjacent excavation. Tunn Undergr Space Technol 16:151–158

5. Choo JH, Lee TJ, Yoon TG (2013) The enhancement of performance on road tunnel lining by repair and rehabilitation. CRC Press-Taylor & Francis Group, Boca Raton

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