Modelling of spatial variability of soil undrained shear strength by conditional random fields for slope reliability analysis
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Publication:2306937
DOI10.1016/J.APM.2018.06.030zbMath1480.86002OpenAlexW2810932392WikidataQ129613394 ScholiaQ129613394MaRDI QIDQ2306937
Jianhua Yang, Chuang-Bing Zhou, Faming Huang, Shui-Hua Jiang, Chi Yao, Jin-Song Huang
Publication date: 27 March 2020
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2018.06.030
posterior distributionconditional random fieldspatial variabilityundrained shear strengthslope reliability
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Cites Work
- Interpolation of spatial data. Some theory for kriging
- Quantitative risk assessment of slope failure in 2-D spatially variable soils by limit equilibrium method
- Efficient and consistent reliability analysis of soil slope stability using both limit equilibrium analysis and finite element analysis
- Bayesian methods for characterizing unknown parameters of material models
- Bayesian inference with subset simulation: strategies and improvements
- Bayesian analysis of rare events
- Effect of spatial variability of cross-correlated soil properties on bearing capacity of strip footing
- Gaussian Fields and Constrained Simulations of the Large-Scale Structure
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