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Applications of Random Finite Element Method in Bearing Capacity Problems

Authors:
Md. Mizanur Rahman
Hoang Bao Khoi Nguyen

Keywords: Random finite element method,Gaussian random field generation, Monte Carlo simulation, Bearing capacity, Soil

Abstract:
This 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 used in this study to generate the Gaussian random field. However, soil parameters are not, generally, randomly distributed within neighboring soil elements; they tend to be correlated over a distance. Thus, the correlation length, the distance over the soil parameters are correlated to each other, was considered in this study. The Monte Carlo simulation was done for bearing capacity problem and some statistical and probabilistic methods were applied for analyzing the results to get the failure probability of footing on clay. This study would help to understand the effect of variability of soil parameter by using RFEM; so that the safety issues of geotechnical design can be determined in terms of probability of failure.

Pages: 53 to 58

Copyright: Copyright (c) IARIA, 2012

Publication date: September 23, 2012

Published in: conference

ISSN: 2308-4499

ISBN: 978-1-61208-237-0

Location: Barcelona, Spain

Dates: from September 23, 2012 to September 28, 2012