Influence of heterogeneity on the reliability and failure of a long 3D slope
By M. Hicks, W. Spencer. 2010
182 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/e3a0e34fdd535b26cbf10f8b0d5560a35f524c0f
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
- Kok-Kwang Phoon
- Dianqing Li
- Z. Cao
- Jianye Ching
- Xiao-Song Tang
- N. Luo
- Sina Javankhoshdel
- R. Bathurst
In Management, Monitoring, Policy and Law
In Safety, Risk, Reliability and Quality
- Kok-Kwang Phoon
- Dianqing Li
- Z. Cao
- Jianye Ching
- Xiao-Song Tang
- N. Luo
- Sina Javankhoshdel
- R. Bathurst
Citations in the corpus
- Simulating Spatial Averages of Stationary Random Field Using the Fourier Series Method (2013, background): “2006; Griffiths and Fenton 2009), slopestability problems (Griffiths and Fenton 2004; Griffiths et al. 2009; Hicks and Spencer 2010), retaining-wall problems (Fenton et al.”
- Determining the Factors of Safety of Spatially Variable Slopes Modeled by Random Fields (2013, methodology): “This issue can arise in any procedure that considers interslice forces and ismore common in rigorousmethods, such as those proposed by Spencer (1967) and Morgenstern and Price (MP) (1965).”
- Uncertainty reduction and sampling efficiency in slope designs using 3D conditional random fields (2016, methodology): “295 The random field cell values are mapped onto the 2×2×2 Gauss points in each 20-node finite element, 296 in order to simulate the spatial variability more accurately [19, 48].”
- Probabilistic analysis of simple slopes with cohesive soil strength using RLEM and RFEM (2017, methodology): “…of spatial variation on slope reliability based on the random finite element method (RFEM) which combines the strength reduction method with random fields that are generated using the local average subdivision (LAS) method (Griffiths and Fenton 2004; Griffiths et al. 2009; Hicks and Spencer 2010).”
- Response surface methods for slope reliability analysis: Review and comparison (2016, background): “…(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 and Spencer, 2010; Wang et al., 2011; Ji et al., 2012, Ji and Low, 2012; Jiang et al., 2014, 2015; Li et al., 2015a; Li and Chu, 2015).”
- On the estimation of scale of fluctuation in geostatistics (2014, background): “…2013 Taylor & Francis heterogeneity (i.e. inherent variability), in advanced stochastic analyses (Fenton 1999; Fenton and Griffiths 2003; Hicks and Onisiphorou 2005; Fenton and Griffiths 2005; Griffiths, Huang, and Fenton 2009; Hicks and Spencer 2010; Cassidy, Uzielli, and Tian 2013).”