Technical Notes
Jul 21, 2022

Novel Intelligent Approach for the Early Warning of Rainfall-Type Landslides Based on the BRB Model

Publication: International Journal of Geomechanics
Volume 22, Issue 10

Abstract

This work attempts to apply belief rule-based (BRB) model in information fusion method to landslides, to improve the accuracy and efficiency for early warning of landslides. Taking a typical rainfall-type landslide as the experimental area, the monitoring results find that the surface displacement is the most sensitive monitoring data. It is determined that the monitoring data of surface displacement change rate and rainfall intensity could be used as the input parameter of the BRB model. An initial BRB model is established by setting up the rule base for discriminating warning levels. The data from three monitoring points are collected for the optimization of the initial BRB model, and verification of the optimized BRB models. Results shows the optimized BRB model can accurately describe the nonlinear relationship between the selected monitoring data and the warning level, which provides an intelligent method for landslide prevention and has a strong application prospect.

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Acknowledgments

This study has been partially funded by the Key Research and Development Projects of Zhejiang Province (No. 2019C03104).

Notation

The following symbols are used in this paper:
Ak
kth rule;
D
consequent vector;
Fik
referential value of the ith antecedent attribute;
j
1, 2, … M;
k
1, 2, … L;
L
number of all rules in the BRB model;
M
number of consequent vectors;
N
number of antecedent attributes;
Q
adjustable parameter set of the BRB model;
xi
input vector;
Z
number of samples input into the BRB model;
ɛ(Q)
difference between Ture_D(t) and Estimated_D(t);
τj,k
belief degree;
φk
weights of the kth rule;
ωi
attribute weights of the ith antecedent attributes; and
ξ(Q)
difference between G and G^.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 10October 2022

History

Received: Aug 2, 2021
Accepted: Feb 12, 2022
Published online: Jul 21, 2022
Published in print: Oct 1, 2022
Discussion open until: Dec 21, 2022

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Man Huang
Professor, Dept. of Civil Engineering, Shaoxing Univ., 508 Huancheng West Rd., Shaoxing 312000, China
Hanqian Weng
M.Sc. Student, Dept. of Civil Engineering, Shaoxing Univ., 508 Huancheng West Rd., Shaoxing 312000, China
Chenjie Hong [email protected]
Ph.D. Student, State Key Laboratory for Geomechanics & Deep Underground Engineering, Ding No. 11, Xueyuan Rd., Beijing 100083, China (corresponding author). Email: [email protected]
Xiaobin Xu
Professor, School of Automation, Hangzhou Dianzi Univ., 1158, 2 Baiyang St., Hangzhou 310018, China
Zhigang Tao
Associate Professor, State Key Laboratory for Geomechanics & Deep Underground Engineering, Ding No. 11, Xueyuan Rd., Beijing 100083, China
Changhong Li
Professorate Senior Engineer, Zhejiang Bureau of Nonferrous Metal Geological Exploration, 160 Renmin Zhong Lu, Yuecheng District, Shaoxing 312000, China
Yixiao Huang
Associate Professor, Institute of Geotechnical Engineering, Zhejiang University of Science and Technology, 318 Liuhe Rd., Xihu District, Hangzhou 310023, China

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