Abstract

To accurately classify the stability of surrounding rock masses, a novel method (VSV-BDA) based on virtual state variables (VSVs) and Bayesian discriminant analysis (BDA) is proposed. The factors influencing stability are mapped by an artificial neural network (ANN) capable of recognizing the model of rock mass classification, and the obtained output vector is treated as VSVs, which are verified as obeying a multinormal distribution with equal covariance matrixes by normal distribution testing and constructed statistics. The prediction variance ratio test method is introduced to determine the optimal dimension of the VSVs. The VSV-BDA model is constructed through the use of VSVs and the optimal dimension on the basis of the training samples, which are divided from the collected samples into three situations having different numbers. ANN and BDA models are also constructed based on the same training samples. The predictions by the three models for the testing samples are compared; the results show that the proposed VSV-BDA model has high prediction accuracy and can be applied in practical engineering.

Highlights

  • Rock mass classification is generally considered a usable and practical approach to evaluating the stability of a rock mass in underground engineering [1, 2]

  • Rock quality design (RQD) was an efficient method proposed for rock mass quality assessment [6, 7]. e rock structure rating (RSR) system was proposed for tunnel support design [8]

  • RSR was further developed into rock mass rating (RMR), a portion-rating system [9, 10]

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Summary

Introduction

Rock mass classification is generally considered a usable and practical approach to evaluating the stability of a rock mass in underground engineering [1, 2]. E output of training samples predicted by an ANN model, denoted as Y− , is compared with the actual output by the residual variance ratio (RVR) method to determine the construction [32, 33].

Results
Conclusion
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