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Volume 37 Issue zk2
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ZOU Wen-hao, XU Ming. 3D numerical analysis and evaluation of the influence of tunneling on frame buildings[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 202-209. DOI: 10.11779/CJGE2015S2039
Citation: ZOU Wen-hao, XU Ming. 3D numerical analysis and evaluation of the influence of tunneling on frame buildings[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 202-209. DOI: 10.11779/CJGE2015S2039
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3D numerical analysis and evaluation of the influence of tunneling on frame buildings

  • 1. Key Laboratory of Civil Engineering Safety and Durability of Ministry of Education, Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing 100081, China

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  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
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    • Abstract
  • Buildings on the ground surface are inevitably influenced by tunneling. This paper presents the results of a 3-D numerical analysis on the deformation of a frame structure induced by tunneling using small-strain stiffness model for soils. The numerical results are compared with those predicted by the Burland method and the modified Boone method. The comparison demonstrates that the predicted results of Burland method are not reliable in some cases, and may seriously underestimate the deformation of frame buildings.
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    • References (20)
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