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Volume 37 Issue zk1
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ZHOU Zhi, HENG Chao-yang, SUN Xi-yuan. Simulation study of deformation of frame structure caused by construction of under-crossing tunnels[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 110-114. DOI: 10.11779/CJGE2015S1022
Citation: ZHOU Zhi, HENG Chao-yang, SUN Xi-yuan. Simulation study of deformation of frame structure caused by construction of under-crossing tunnels[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk1): 110-114. DOI: 10.11779/CJGE2015S1022
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Simulation study of deformation of frame structure caused by construction of under-crossing tunnels

  • 1. Institute of Foundation Engineering, China Academy of Building Research, Beijing 10013, China; 2. CABR Foundation Engineering Co., Ltd., Beijing 100013, China

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  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
    Graphical Abstract
    • Abstract
  • Considering the interaction of building-soil-tunnel,the case of frame building with independent foundation undercrossed by double-line parallel shallow embedded tunnel is simulated by FLAC3D. The results show that the stiffness of frame structure has a remarkable effect on foundation settling tank of the upper building. In the direction of perpendicular to the tunnel axis, the largest differential settlement between two frame columns usually happens around the inflection point of settlement curve, and the existence of the upper structure reduces the differential settlement between columns. The differential settlement relates to the relative position of tunnel face in the direction of parallel to tunnel axis, while it will be a very small value when the tunnel face is far away enough.
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    • References (8)
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