Quantitative risk assessment of landslide by limit analysis and random fields

被引:211
作者
Huang, J. [1 ]
Lyamin, A. V. [1 ]
Griffiths, D. V. [1 ,2 ]
Krabbenhoft, K. [1 ]
Sloan, S. W. [1 ]
机构
[1] Univ Newcastle, ARC Ctr Excellence Geotech Sci & Engn, Callaghan, NSW 2308, Australia
[2] Colorado Sch Mines, Golden, CO 80401 USA
基金
澳大利亚研究理事会;
关键词
Landslide; Risk assessment; Limit analysis; Random field; SLOPE STABILITY ANALYSIS; SYSTEM RELIABILITY; FINITE-ELEMENTS; KARHUNEN-LOEVE;
D O I
10.1016/j.compgeo.2013.04.009
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Risk may be estimated by multiplying the probability of failure by the consequence. This is acceptable for systems that have a single mode of failure. For systems that have multiple failure modes, such as landslides, the consequences should be assessed individually for each of the failure modes. This paper proposes a new framework of quantitative landslide risk assessment, in which consequences are assessed individually. The framework is generally applicable, and the landslide risk assessments of two typical slopes are presented. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:60 / 67
页数:8
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