Prediction of Ground Settlement Due to Excavation of a Quasi-Rectangular Shield Tunnel Based on Stochastic Medium Theory-Reference-Cited by-同舟云学术

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Prediction of Ground Settlement Due to Excavation of a Quasi-Rectangular Shield Tunnel Based on Stochastic Medium Theory

Published:2019-03-18 Issue:5 Volume:37 Page:3605-3618
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Wei Gang,Zhang Xin-hai,Xu Yin-feng,Wang Zhe

Funder

the Public Technology Project of Science Technology Department of Zhejiang Province

the Science and Technology Project of Ministry of Housing and Urban-Rural Development of People's Republic of China

the National Undergraduate Training Program for Innovation and Entrepreneurship

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Link

http://link.springer.com/content/pdf/10.1007/s10706-019-00856-7.pdf

Reference35 articles.

1. Bezuijen A, Van LH (2006) Tunnelling. A decade of progress GeoDelft 1995–2006. Taylor & Francis Group, London

2. Chakeri H, Ozcelik Y, Unver B (2013) Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Tunn Undergr Sp Technol 36:14–23. https://doi.org/10.1016/j.tust.2013.02.002

3. Chehade FH, Shahrour I (2008) Numerical analysis of the interaction between twin-tunnels: influence of the relative position and construction procedure. Tunn Undergr Sp Technol 23:210–214. https://doi.org/10.1016/j.tust.2007.03.004

4. Chen A, Zhang XH, Bai Y, Hang DZ, Hang Y (2017) Analysis of the superimposed stress of soil layer induced by quasi rectangle EPB shield tunneling. Chin J Rock Mech Eng 36:1813–1819. https://doi.org/10.13722/j.cnki.jrme.2016.0724 (in Chinese)

5. Chow B (2006) Double-O-tube shield tunneling technology in the Shanghai Rail Transit Project. Tunn Undergr Sp Technol 21:594–601. https://doi.org/10.1016/j.tust.2005.11.003

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