DocumentCode
179161
Title
Construction Risk Evaluation of Tunnel Based on the GPR Geological Forecast
Author
Wen Shi-Ru ; Wu Xia ; Yang Xiao-Hua ; Wu Xing-Jiao ; Zhang Jian-Bin
Author_Institution
Chang´an Univ., Xian, China
fYear
2014
fDate
15-16 June 2014
Firstpage
314
Lastpage
316
Abstract
In order to study how to avoid or reduce the influence of individual subjectivity on the construction risk evaluation of tunnel, on the basis of a highway tunnel, the hierarchy of risk events was compared based on the GPR(Ground Penetrating Radar) geological predication and the traditional Expert Investigation Method that is mainly according to the geological data and engineering experience respectively, and the weight and membership of risk was built by using fuzzy synthetic evaluation model based on the comparison. Comparing the calculation conclusion with the practical engineering, and it is show that the evaluation conclusion that is being based on the GPR geological forecast is more consistent with the engineering practical situation, and the conclusion can provide effective references for the construction, and also the construction needs can be met.
Keywords
construction industry; fuzzy set theory; geology; geophysical techniques; ground penetrating radar; risk analysis; road building; structural engineering; tunnels; GPR geological forecast; construction risk evaluation; engineering experience; expert investigation method; fuzzy synthetic evaluation model; geological data; ground penetrating radar geological prediction; highway tunnel; risk event hierarchy; risk membership; risk weight; Filling; Ground penetrating radar; Indexes; Risk management; Road transportation; Rocks; Construction Risk; Fuzzy Comprehensive Evaluation; GPR; Risk Evaluation; Tunnel Engineering;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
Conference_Location
Hunan
Print_ISBN
978-1-4799-4262-6
Type
conf
DOI
10.1109/ISDEA.2014.77
Filename
6977605
Link To Document