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Computers and Geotechnics, 2019
This study decomposes the discretization error in the random finite element method into finite element and random field discretization errors. Two numerical problems are considered: a soil column and a retaining wall with spatially variable undrained ...
Jianye Ching
exaly +2 more sources
This study decomposes the discretization error in the random finite element method into finite element and random field discretization errors. Two numerical problems are considered: a soil column and a retaining wall with spatially variable undrained ...
Jianye Ching
exaly +2 more sources
Random finite element method for spudcan foundations in spatially variable soils
Engineering Geology, 2016Abstract Spudcans are large diameter (~ 20 m) conical foundations holding up mobile jack-up platforms for offshore oil and gas developments in shallow to moderate water depths. During self-installation the spudcan often penetrates several tens of meters into seabed soils, where large variations often occur in the shear strength of the soils. Although
Jinhui Li +5 more
exaly +4 more sources
Random finite element method for the seismic analysis of gravity dams
Engineering Structures, 2018The seismic response of gravity dams is typically derived under a deterministic finite element model for the dam-reservoir-foundation system. In the case where uncertainty in material properties should be incorporated into overall dam performance, the ...
M. A. Hariri-Ardebili +4 more
semanticscholar +2 more sources
Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method
, 2021The inherent variability of soil parameters noticeably influences geotechnical structures such as piled-raft foundations.
A. Johari, A. Talebi
semanticscholar +1 more source
The Random Finite Element Method (RFEM) in Slope Stability Analysis
, 2007The paper investigates the probability of failure of a cohesive slope using both simple and more advanced probabilistic analysis tools. The influence of local averaging on the probability of failure of a test problem is thoroughly investigated. In the simple approach, classical slope stability analysis techniques are used, and the shear strength is ...
D. V. Griffiths, G. Fenton
semanticscholar +2 more sources

