Uncertainty and reliability analysis applied to slope stability

By A. Malkawi, Waleed F. Hassan, F. Abdulla. 2000

256 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/87e94bc43e7e3c674ad35b967da313bc8f656bb9

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. Andrew J. Whittle
2. K. Kasama
3. Z. Cao
4. Liang Li
5. Yu Wang
6. Dianqing Li
7. Kok-Kwang Phoon

In Safety, Risk, Reliability and Quality

1. Andrew J. Whittle
2. K. Kasama
3. Z. Cao
4. Liang Li
5. Yu Wang
6. Dianqing Li
7. Kok-Kwang Phoon

In Statistics and Probability

1. Z. Cao
2. Andrew J. Whittle
3. K. Kasama

Citations in the corpus

• Probabilistic slope stability analysis by risk aggregation (2014, background): “The pf is, therefore, frequently assessed only along one or a few pre-selected slip surfaces without proper consideration of the slip surface variation (e.g., Tang et al., 1976; Low et al., 1998; Hassan and Wolff, 1999; Malkawi et al., 2000; Bhattacharya et al., 2003; Low and Tang, 2007; Xue and Gav”
• Effect of spatial variability on the slope stability using Random Field Numerical Limit Analyses (2016, methodology): “Husein Malkawi, Hassan, and Abdulla (2000) performed the reliability design for slope stability based on the First Order Second Moment (FOSM) method and Monte Carlo iteration.”