On the estimation of scale of fluctuation in geostatistics
By M. Lloret-Cabot, Gordon A. Fenton, M. Hicks. 2014
219 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/a5c4245e90b4c115dd614a17220baf295f4d4348
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
- Z. Cao
- Xiao-Song Tang
- Li-min Zhang
- Chuangbing Zhou
- 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
- Bayesian identification of random field model using indirect test data (2016, unknown): “1) (e.g., Fenton, 1999; Fenton and Griffiths, 2008; Lloret-Cabot et al., 2014; Kasama and Whittle, 2016).”
- Response surface methods for slope reliability analysis: Review and comparison (2016, background): “Thus, soils exhibit a large degree of uncertainty (e.g. Cao and Wang, 2013, 2014a; Ching and Phoon, 2014; Le, 2014; Li et al., 2014; Lloret-Cabot et al., 2014; Jamshidi Chenari and Alaie, 2015).”
- Statistical characterization of random field parameters using frequentist and Bayesian approaches (2016, methodology): “There are several techniques that can be employed to estimate and (in particular ), such as the method of moments (Uzielli et al. 2005; Dasaka and Zhang 2012; Firouzianbandpey et al. 2014; Lloret-Cabot et al. 2014), the fluctuation function method (Wickremesinghe and Campanella 1993; Cafaro and Cher”
- Copula-based approaches for evaluating slope reliability under incomplete probability information (2015, unknown): “It is well known that the shear strength parameters [cohesion (c) and tangent of friction angle (tan/)] are important parameters for slope reliability analysis [6,12,5,20,25].”
- A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties (2015, methodology): “, 2005), and the method based on information from conditional random fields (Lloret-Cabot et al., 2014), can be used to estimate the SOF, these methods may not be easily implemented because a large amount of data is required.”