东北大学学报（自然科学版）

东北大学学报(自然科学版) ›› 2012, Vol. 33 ›› Issue (2): 276-278+283.DOI: -

• 论著 • 上一篇    下一篇

基于GA-BP算法的隧道围岩力学参数反分析

关永平;宋建;王述红;刘宇;   

  1. 东北大学资源与土木工程学院;
  • 收稿日期:2013-06-19 修回日期:2013-06-19 发布日期:2013-01-17
  • 通讯作者: -
  • 作者简介:-
  • 基金资助:
    国家自然科学基金资助项目(51179031,51074042);;

Back analysis of mechanical parameters of surrounding rocks based on GA-BP algorithm

Guan, Yong-Ping (1); Song, Jian (1); Wang, Shu-Hong (1); Liu, Yu (1)   

  1. (1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110819, China
  • Received:2013-06-19 Revised:2013-06-19 Published:2013-01-17
  • Contact: Guan, Y.-P.
  • About author:-
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摘要： 建立智能位移反分析系统,用其确定隧道围岩的力学参数.针对BP神经网络易陷入局部极小值和训练时间过长等缺点,利用遗传算法全局寻优能力优化BP神经网络的权值和阈值.结合均匀设计法在围岩力学参数初始域范围内设计实验方案,这样不仅减少了迭代时间和次数,还提高了预测精度.通过对绿春坝隧道围岩力学参数的反演,验证了该方法的可靠性及适用性.将反演得出的围岩力学参数代入到数值模型中进行计算,结果表明,数值计算值与现场实际监测值的误差分别为-8.9%和4.5%.

关键词: 围岩, 力学参数, 反分析, 均匀设计, BP神经网络, 遗传算法

Abstract: A displacement back analysis algorithm was developed for deriving the mechanical parameters of surrounding rocks. Given the drawbacks of BP neural network (BPNN) such as easily getting stuck in local minima and over long training time, a genetic algorithm with global optimization ability was used to optimize the weights and thresholds of the BPNN. The parameters of surrounding rocks were designed in the initial domain by the uniform method, which reduced the iterative time and improved the forecast accuracy. Applying the method to the back analysis of the mechanical parameters of Lu¨chunba railway tunnel, we introduced the parameters as obtained into the numerical model for computing. The results show that the errors of the calculated and measured values were -8.9% and 4.5%, respectively, which illustrates the reliability and applicability of the method.

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