Original paper
Probabilistic slope stability analysis by a copula-based sampling method
Abstract
In probabilistic slope stability analysis, the influence of cross correlation of the soil strength parameters, cohesion and internal friction angle, on the reliability index has not been investigated fully. In this paper, an expedient technique is presented for probabilistic slope stability analysis that involves sampling a series of combinations of soil strength parameters through a copula as input to an existing conventional deterministic...
Paper Details
Title
Probabilistic slope stability analysis by a copula-based sampling method
Published Date
May 23, 2013
Journal
Volume
17
Issue
5
Pages
739 - 755
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Notes
History