Paper Title:
Numerical Simulation of Shield Tunnel Crossing Masonry Structure Building with Various Degrees
  Abstract

Considering the interaction of building-soil-tunnel, the strip foundation masonry building vertical crossed by shield tunnel was simulated by 3D MIDAS/GTS software, and the stress and deformation of building before and after shield machine through the building were analyzed. The results showed that: the deformation and the force are different with different angles through the building; with the angle increases, the central base settlement slightly increased; the maximum overall differential settlement reached at 45 degrees; the maximum shear strain is reached when the machine is completely through the building; with the increase of crossed degree from 22.5 degrees, 45 degrees, 67.5 degrees to 90 degrees, the maximum shear strain of wall increases; the plastic zone of wall is mainly at the top cross position in the wall.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
889-893
DOI
10.4028/www.scientific.net/AMR.368-373.889
Citation
G. Wei, "Numerical Simulation of Shield Tunnel Crossing Masonry Structure Building with Various Degrees", Advanced Materials Research, Vols. 368-373, pp. 889-893, 2012
Online since
October 2011
Authors
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Price
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