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Discretization error in the random finite element method for spatially variable undrained shear strength

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

Random finite element method for spudcan foundations in spatially variable soils

Engineering Geology, 2016
Abstract 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, 2018
The 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

, 2021
The 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

, 2007
The 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

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