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Advances in Civil Engineering
Volume 2019, Article ID 7498367, 7 pages
https://doi.org/10.1155/2019/7498367
Research Article

Quantitative Evaluation of Ground Movements Caused by Grouting during Shield Tunnelling in Clay

1Shaanxi Provincial Major Laboratory for Highway Bridge & Tunnel, School of Highway, Chang’an University, Xi’an 710064, China
2Virginia Polytechnic Institute and State University, Blacksburg 24060, USA
3School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
4Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering (XAUAT), Xi’an 710055, China

Correspondence should be addressed to Zhi-Feng Wang; nc.ude.dhc@gnaw.gnefihz and Wen-Chieh Cheng; nc.ude.tauax@gnehc.c-w

Received 29 May 2019; Revised 8 August 2019; Accepted 26 August 2019; Published 12 September 2019

Academic Editor: Flavio Stochino

Copyright © 2019 Zhi-Feng Wang et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

How to Cite this Article

Zhi-Feng Wang, Wen-Chieh Cheng, and Ya-Qiong Wang, “Quantitative Evaluation of Ground Movements Caused by Grouting during Shield Tunnelling in Clay,” Advances in Civil Engineering, vol. 2019, Article ID 7498367, 7 pages, 2019. https://doi.org/10.1155/2019/7498367.