Geomechanics and Engineering

  • 제25권1호
  • /
  • Pages.17-30
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  • 2021
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Deterministic and probabilistic analysis of tunnel face stability using support vector machine

  • Li, Bin (School of Transportation, Wuhan University of Technology, Hubei Highway Engineering Research Center) ;
  • Fu, Yong (Department of Ocean Science and Engineering, Southern University of Science and Technology) ;
  • Hong, Yi (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Cao, Zijun (State Key Laboratory of Water Resources and Hydropower Engineering Science, Key Laboratory of Rock Mechanics in Hydraulic Structural Engineering, Ministry of Education,Wuhan University)
  • 투고 : 2020.10.14
  • 심사 : 2021.02.18
  • 발행 : 2021.04.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper develops a convenient approach for deterministic and probabilistic evaluations of tunnel face stability using support vector machine classifiers. The proposed method is comprised of two major steps, i.e., construction of the training dataset and determination of instance-based classifiers. In step one, the orthogonal design is utilized to produce representative samples after the ranges and levels of the factors that influence tunnel face stability are specified. The training dataset is then labeled by two-dimensional strength reduction analyses embedded within OptumG2. For any unknown instance, the second step applies the training dataset for classification, which is achieved by an ad hoc Python program. The classification of unknown samples starts with selection of instance-based training samples using the k-nearest neighbors algorithm, followed by the construction of an instance-based SVM-KNN classifier. It eventually provides labels of the unknown instances, avoiding calculate its corresponding performance function. Probabilistic evaluations are performed by Monte Carlo simulation based on the SVM-KNN classifier. The ratio of the number of unstable samples to the total number of simulated samples is computed and is taken as the failure probability, which is validated and compared with the response surface method.

키워드

참고문헌

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