›› 2002, Vol. 23 ›› Issue (6): 691-694.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Identification of collapse type of surrounding rock mass of tunnels using evolutionary neural network

GAO Wei1,2, YANG Ming-cheng2,3, ZHENG Ying-ren2   

  1. 1. Key Laboratory of Rock and soil Mechanics, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China ; 2. Department of Civil Engineering, Logistical Engineering Institute, Chongqing 400016, China; 3. Institute of Solid Mechanics, Ningxia University, Yinchuan 750021, China
  • Received:2001-10-23 Online:2002-12-10 Published:2016-09-04

Abstract: The collapse of surrounding rock mass of tunnels is affected by many factors; the identification of the collapse type is a very complicated nonlinear system identification and it can not be solved by traditional methods. The problem of complicated nonlinear system identification can be solved very well using neural network (NN) model. Considering the existing problems of the traditional NN model and traditional evolutionary neural network(ENN) model and combining the immune evolutionary programming (IEP) proposed by authors with NN, a new ENN model whose architecture and connection weights evolve simultaneously is proposed. Using this new ENN model, the problem to identify the collapse type of surrounding rock mass of tunnel is studied. The results of an example show that the performance of the new ENN is very well and it is a very good method to identify the collapse type of surrounding rock mass of tunnels.

Key words: surrounding rock mass;collapse type;identification;neural network, evolutionary neural network

CLC Number: 

  • TU 457
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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