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The Scientific World Journal
Volume 2014, Article ID 275362, 16 pages
Research Article

Key Techniques and Risk Management for the Application of the Pile-Beam-Arch (PBA) Excavation Method: A Case Study of the Zhongjie Subway Station

1School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China
2Shenyang Design and Research Institute of Municipal Engineering, Shenyang 110015, China

Received 22 December 2013; Accepted 16 February 2014; Published 9 April 2014

Academic Editors: B. Kumar and E. Yasar

Copyright © 2014 Yong-ping Guan 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.

Citations to this Article [3 citations]

The following is the list of published articles that have cited the current article.

  • Jianyong Han, Wen Zhao, Yongping Guan, and Chunwen Zhang, “Deformation laws of subway station excavation by PBA method,” Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics, vol. 32, no. 4, pp. 623–629, 2015. View at Publisher · View at Google Scholar
  • Wen Zhao, Yong-Ping Guan, Zhen Zhao, Peng-Jiao Jia, Lian-Guang Wang, and Shen-Gang Li, “Experimental study on the flexural capacity of steel tube slab members of subway station,” Gongcheng Lixue/Engineering Mechanics, vol. 33, no. 8, pp. 167–176, 2016. View at Publisher · View at Google Scholar
  • Xinrong Liu, Yongquan Liu, Zhongping Yang, and Chunmei He, “Numerical analysis on the mechanical performance of supporting structures and ground settlement characteristics in construction process of subway station built by Pile-Beam-Arch method,” KSCE Journal of Civil Engineering, vol. 21, no. 5, pp. 1690–1705, 2017. View at Publisher · View at Google Scholar