Paper Title:
Simulation of Deep Excavation and Shoring with FEM Based on ADINA
  Abstract

Based on the deep foundation pit project of Wanbang Square in Qingdao, after many times numerical simulation of foundation pit with ADINA, the relationship conclusions were summed up by changing parameters of anchor rope and excavation step: The horizontal displacements of shoring structure became smaller by making the length of anchor rope longer or making the number of anchor ropes more or making the excavation step more; the uplift of the bottom of the foundation became smaller and the sedimentation of the surface became smaller by making the excavation steps more. It can offer reference to optimization of foundation pit supporting structural scheme.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
3802-3806
DOI
10.4028/www.scientific.net/AMR.255-260.3802
Citation
X. D. Zhang, S. Zhang, "Simulation of Deep Excavation and Shoring with FEM Based on ADINA", Advanced Materials Research, Vols. 255-260, pp. 3802-3806, 2011
Online since
May 2011
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Price
$32.00
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