Paper Title:
The Stability Analysis of Reinforced Earth Retaining Wall System and the Study of its Reinforcement Optimization
  Abstract

Because the relationship is not considered between physical behavior and cross sections of bars, the conventional reinforced earth retaining wall design based on constant value would lead to some limitations: the haul-resistant coefficient of the top wall is not enough, but it goes beyond at the bottom of retaining wall. In the paper, considering the SARMA method, based on computing formula of traditional slope stability, the detailed programme is realized by the language of FORTRAN, it can make up deficiency that lies in the tradition reinforced earth retaining wall by considering the relationship of physical behavior and cross sections, lengths and layers of bars. Finally, the system program has been applied to a slope treatment project in Guangzhou. Compared with the design method of traditional regulations, it is demonstrated that the optimum length required is obtained, the cross section and length of bars are fully used, and the design is simplified.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
2389-2392
DOI
10.4028/www.scientific.net/AMM.90-93.2389
Citation
H. Y. Ju, G. Q. Gao, J. H. Li, J. Q. Zhao, Z. M. Li, "The Stability Analysis of Reinforced Earth Retaining Wall System and the Study of its Reinforcement Optimization", Applied Mechanics and Materials, Vols. 90-93, pp. 2389-2392, 2011
Online since
September 2011
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Price
$32.00
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