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基于BP神经网络的隧道围岩参数反演分析

张俊武 牛洪军 张朋举 刘小军

路基工程Issue(2):183-190,8.
路基工程Issue(2):183-190,8.DOI:10.13379/j.issn.1003-8825.202306015

基于BP神经网络的隧道围岩参数反演分析

Inversion Analysis of Tunnel Surrounding Rock Parameters Based on BP Neural Network

张俊武 1牛洪军 1张朋举 1刘小军2

作者信息

  • 1. 中交一公局第一工程有限公司,北京 102205
  • 2. 河北省土木工程诊断、改造与抗灾重点实验室,河北张家口 075000||河北省寒冷地区交通基础设施工程技术创新中心,河北张家口 075000||河北建筑工程学院土木工程学院,河北张家口 075000
  • 折叠

摘要

Abstract

Based on the project of East Taiping Mountain Tunnel in Zhangjiakou City,a finite element model with MIDAS software was established.GA-BP neural network by use of annealing algorithm was optimized,and then orthogonal test and construct GASA-BP neural network to was designed.According to the values of simulations of tunnel arch roof settlement,horizontal convergence and invert arch uplift,the inversion analysis on elastic modulus,cohesive strength and internal friction angle of the surrounding rock were carried out.The results show that,for the value of simulation of tunnel arch roof settlement,horizontal convergence and invert uplift,which is obtained from the inversion by use of GASA-BP neural network,and the value of the actual monitoring,the maximum difference between them are 6.60%,19.80%and 2.16%,respectively.Compared with BP neural network,GASA-BP neural network can provide higher accuracy of inversion,and the precision of surrounding rock parameters obtained by the inversion is within a reasonable range.The finite element model established under these parameters can contribute to good simulation of engineering practice.

关键词

隧道工程/破碎围岩/神经网络/退火算法/反演分析/正交试验/沉降监测/围岩参数

Key words

tunnelling/broken rock/neural network/annealing algorithm/inversion analysis/orthogonal test/settlement monitoring/parameter of surrounding rock

分类

交通工程

引用本文复制引用

张俊武,牛洪军,张朋举,刘小军..基于BP神经网络的隧道围岩参数反演分析[J].路基工程,2024,(2):183-190,8.

路基工程

1003-8825

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