Quantitative risk assessment of landslide by limit analysis and random fields |
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| Affiliation: | 1. ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Newcastle, Callaghan, NSW 2308, Australia;2. Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO 80401, USA;3. ARC Centre of Excellence for Geotechnical Science and Engineering, The University of Western Australia, Crawley, WA 6009, Australia |
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| Abstract: | 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. |
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| Keywords: | Landslide Risk assessment Limit analysis Random field |
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