Random field characterisation of stress-normalised cone penetration testing parameters
By M. Uzielli, G. Vannucchi, Kok-Kwang Phoon. 2005
227 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/e76b4f93252bacfd078709a76cf449ee40efbb41
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In Civil and Structural Engineering
In Safety, Risk, Reliability and Quality
Citations in the corpus
- 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”
- A multiple response-surface method for slope reliability analysis considering spatial variability of soil properties (2015, methodology): “Although several methods, such as the method based on goodness-of-fitting of different theoretical ACFs to the sample ACF estimated from available site observation data (Uzielli et al., 2005), and the method based on information from conditional random fields (Lloret-Cabot et al.”
- Bayesian identification of random field model using indirect test data (2016, methodology): “Then, the λ andM⁎ are determined by fitting a candidate correlation function (e.g.,M1–M4) to the SACF and comparing the goodnessof-fitting of different candidate correlation functions (e.g., Uzielli et al., 2005; Stuedlein et al., 2012).”