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The Random Finite Element Method (RFEM) in Bearing Capacity Analyses
2007In this chapter, soils with spatially varying shear strengths are modeled using random field theory and elasto-plastic finite dement analysis to evaluate the extent to which spatial variability and cross-correlation in soil properties (c and ϕ) affect bearing capacity.
Gordon A. Fenton, D.V. Griffiths
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System reliability analysis of soil nail wall using random finite element method
Bulletin of Engineering Geology and the Environment, 2020A. Johari +2 more
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The Random Finite Element Method (RFEM) in Mine Pillar Stability Analysis
2007The majority of geotechnical analyses are deterministic, in that the inherent variability of the materials is not modeled directly, rather some “factor of safety” is applied to results computed using “average” properties. In the present study, the influence of spatially varying strength is assessed via numerical experiments involving the compressive ...
D.V. Griffiths +2 more
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Random finite element analysis of backward erosion piping
, 2021B. Robbins, D. V. Griffiths, G. Fenton
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Comparing 2D and 3D slope stability in spatially variable soils using random finite-element method
Computers and geotechnicsChongzhi Wu +3 more
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Applications of random finite element method in bearing capacity problems
2012This paper aims to apply a new methodology in bearing capacity analysis, often referred to as random finite element method (RFEM). This method considers the variability of soil parameters within the finite element method (FEM) by generating a Gaussian random field for the parameters within finite elements. The local average subdivision method (LAS) was
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