Role of slope reliability analysis in landslide risk management

被引:6
|
作者
Chowdhury, R. [1 ]
Flentje, P. [1 ]
机构
[1] Civil Engineering Discipline, Faculty of Engineering, University of Wollongong, Wollongong, NSW 2522, Australia
关键词
409 Civil Engineering; General - 481 Geology and Geophysics - 483.1 Soils and Soil Mechanics - 922.1 Probability Theory;
D O I
10.1007/s10064-002-0166-1
中图分类号
学科分类号
摘要
Progress in the use of qualitative and quantitative methods of landslide risk assessment is briefly reviewed. The use of a hazard-consequence matrix approach is highlighted and attention is then restricted to aspects of hazard assessment in which formal reliability concepts can be used. Widely accepted geotechnical and geological models must form the basis of credible hazard assessments under different environmental conditions. However, conventional deterministic methods of geotechnical analysis need to be supplemented by studies within a probabilistic framework which takes into consideration parameter variability and other uncertainties. Suggestions are made for using the "reliability index" in preference to the "factor of safety" in comprehensive procedures for landslide risk management.
引用
收藏
页码:41 / 46
页数:5
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