RELIABILITY ANALYSIS OF SLOPES USING FUZZY SETS THEORY

By G. Dodagoudar, G. Venkatachalam. 2000

120 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/23a78c8329a415ad0ae26029a5f428701c342c8d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Hyuck-Jin Park
2. Jeong Woo Kim
3. J. Um
4. I. Woo

In Safety, Risk, Reliability and Quality

1. Hyuck-Jin Park
2. Jeong Woo Kim
3. J. Um
4. I. Woo

In Statistics and Probability

1. Hyuck-Jin Park
2. Jeong Woo Kim
3. J. Um
4. I. Woo

Citations in the corpus

• Application of fuzzy set theory to evaluate the probability of failure in rock slopes (2012, methodology): “Especially, fuzzy set theory has been employed in several slope stability analyses (Juang and Lee, 1992; Lee and Juang, 1992; Davis and Keller, 1997; Juang et al., 1998; Dodagoudar and Venkatachalam, 2000; Giasi et al., 2003; Li and Mei, 2004).”