Reliability analysis of geosynthetics reinforced soil wall

被引：0
|
作者：
Miyata, Y [1 ]
Shigehisa, S [1 ]
Kogure, K [1 ]
机构：
[1] Natl Def Acad, Yokosuka, Kanagawa 239, Japan
来源：
LANDMARKS IN EARTH REINFORCEMENT, VOL 1 | 2001年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
This paper examines reliability analysis for GRSW (Geosynthetics Reinforced Soil Wall). Proposed analysis method evaluates stability of GRSW against six failure modes with uncertainty of the design parameter. Performance functions needed for the analysis are derived from the design manual for GRSW of Japanese Public Works Research Institute. Compared failure probability calculated by proposed method, the most critical failure mode can be evaluated. In this paper, outline of the analysis method is explained, and advantage of reliability analysis is discussed on the basis of numerical results for simple condition.
引用
收藏
页码：417 / 420
页数：4
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