Paper Title:
Double Twisted Hexagonal Wire Mesh Retaining Wall Seismic Numerical Analysis
  Abstract

Based on constitutive model of soil and reinforcement-soil, a numerical analysis program is compiled by finite difference method. Strength and deformation characteristics of double twisted hexagonal wire mesh retaining wall under seismic loading are analyzed by 3D finite difference method. The behaviors such as horizontal displacement, settlement of retaining wall, earth pressure of basement and distribution of lateral earth pressure along wall-back are obtained.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
3899-3906
DOI
10.4028/www.scientific.net/AMR.243-249.3899
Citation
Y. Li, Z. H. Qin, "Double Twisted Hexagonal Wire Mesh Retaining Wall Seismic Numerical Analysis", Advanced Materials Research, Vols. 243-249, pp. 3899-3906, 2011
Online since
May 2011
Authors
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Price
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