CLC number: TU476+.3
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2011-09-07
Cited: 3
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Yu-geng Tang. Probability-based method using RFEM for predicting wall deflection caused by excavation[J]. Journal of Zhejiang University Science A, 2011, 12(10): 737-746.
@article{title="Probability-based method using RFEM for predicting wall deflection caused by excavation",
author="Yu-geng Tang",
journal="Journal of Zhejiang University Science A",
volume="12",
number="10",
pages="737-746",
year="2011",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1100016"
}
%0 Journal Article
%T Probability-based method using RFEM for predicting wall deflection caused by excavation
%A Yu-geng Tang
%J Journal of Zhejiang University SCIENCE A
%V 12
%N 10
%P 737-746
%@ 1673-565X
%D 2011
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1100016
TY - JOUR
T1 - Probability-based method using RFEM for predicting wall deflection caused by excavation
A1 - Yu-geng Tang
J0 - Journal of Zhejiang University Science A
VL - 12
IS - 10
SP - 737
EP - 746
%@ 1673-565X
Y1 - 2011
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1100016
Abstract: This study employs the random finite element method (RFEM) to analyze the wall deflection caused by excavation. The RFEM combined random fields of material properties with the FEM through the Monte Carlo simulation. A well-documented excavation case history is employed to evaluate the influence of uncertainty of analysis parameters. This study shows that RFEM can provide reasonable estimations of the exceedance probability of wall deflection caused by excavation, and has the potential to be a useful tool to account for the uncertainties of material and model parameters in the numerical analysis.
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