Multiple response surfaces for slope reliability analysis
By Liang Li, Xuesong Chu. 2015
71 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/f2c954092d6faf860d119b27afe316a752479714
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
- Dianqing Li
- Kok-Kwang Phoon
- Xiao-Song Tang
- Z. Cao
- Dong Zheng
- Jian Ji
- Jayantha K. Kodikara
- Chuangbing Zhou
In Safety, Risk, Reliability and Quality
- Dianqing Li
- Kok-Kwang Phoon
- Xiao-Song Tang
- Z. Cao
- Dong Zheng
- Jian Ji
- Jayantha K. Kodikara
- Chuangbing Zhou
In Statistics and Probability
- Dianqing Li
- Xiao-Song Tang
- Z. Cao
- Kok-Kwang Phoon
- Dong Zheng
- Jian Ji
- Jayantha K. Kodikara
- Chuangbing Zhou
Citations in the corpus
- Efficient reliability method for implicit limit state surface with correlated non‐Gaussian variables (2015, background): “Others devised some representative slip surfaces as potential failure modes by examining the correlation coefficient among them [29, 30].”
- Response surface methods for slope reliability analysis: Review and comparison (2016, methodology): “It is shown that only the quadratic polynomial without cross terms-based RSM (e.g., Xu and Low, 2006; Zhang et al., 2011a,b, 2013a,b; Ji and Low, 2012; Tan et al., 2013; Li et al., 2015a; Li and Chu, 2015) is used to solve all the four types of slope reliability analysis problems in literature.”