SYSTEM RELIABILITY OF SLOPES BY RFEM
By Jinsong Huang, D. V. Griffiths, Gordon A. Fenton. 2010
198 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/ac2657ccebe496c616143c8080456cf3b52660b0
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
- Chuangbing Zhou
- Li-min Zhang
- Shui-Hua Jiang
- Jianye Ching
In Safety, Risk, Reliability and Quality
- Dianqing Li
- Kok-Kwang Phoon
- Xiao-Song Tang
- Z. Cao
- Chuangbing Zhou
- Li-min Zhang
- Shui-Hua Jiang
- Jianye Ching
Citations in the corpus
- A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties (2015, methodology): “…ACF has been widely used to model the inherent spatial variability of soil properties in probabilistic analysis of slope stability (Griffiths and Fenton, 2004; Cho, 2010; Huang et al., 2010; Wang et al., 2011; Ahmed and Soubra, 2012; Ji et al., 2012; Li et al., 2013c, 2014; Salgado and Kim, 2014).”
- Improved knowledge-based clustered partitioning approach and its application to slope reliability analysis (2012, methodology): “[37]), and random finite element method (RFEM) [14].”
- Characterizing geotechnical anisotropic spatial variations using random field theory (2013, background): “The earliest papers on the application of randomfield theory to geotechnical practice appeared in the 1970s (Vanmarcke 1977) and further research progress has beenmade in recent years (e.g., Fenton 1999a; Gui et al. 2000; Elkateb et al. 2003; Huang et al. 2010; Cho 2012).”
- Determining the Factors of Safety of Spatially Variable Slopes Modeled by Random Fields (2013, methodology): “Spatial variability as a main source of uncertainty in slopes has recently been widely incorporated into slope reliability analyses (e.g., Griffiths and Fenton 2004; Griffiths et al. 2009; Cho 2010; Huang et al. 2010).”
- Response surface methods for slope reliability analysis: Review and comparison (2016, background): “Inherent spatial variability (ISV) is one of the primary sources of geotechnical uncertainties, which significantly affects the slope stability (e.g., Phoon and Kulhawy, 1999; Griffiths and Fenton, 2004; Cho, 2007, 2010; Srivastava and Babu, 2009; Srivastava et al., 2010; Huang et al., 2010; Hicks a”