摘要
隧道围岩具有高度的非线性变形特征,通过变形预测能有效判断隧道变形的发展趋势。首先以自适应GM(1,1)模型对隧道变形进行初步预测,且为保证自适应模型的参数为全局最优参数,提出以粒子群算法对模型参数进行优化;其次,以BP神经网络为基础,建立误差修正模型,旨在进一步提高预测精度。在此基础上,将该预测模型应用于2个工程实例中,结果表明:该预测模型在横向和纵向上的预测效果均较好,自适应能力和递推能力均较强,预测结果与实测值较为吻合,预测精度较高,能较好地反映隧道围岩的变形规律。该预测模型能较为有效地实现隧道围岩的动态预测,可以进行推广应用及研究,为隧道变形预测提供一种新的思路。
The tunnel surrounding rock has the characteristics of high nonlinear deformation, which can be used to identify the development trend of tunnel deformation. In this paper, tunnel deformation is predicted preliminarily with adaptive GM （1, 1 ） model, and the model parameters are optimized by particle swarm algorithm to ensure that the parameters of the adaptive model are the global optimal; secondly, the error correction model is established based on BP neural network to further improve the prediction accuracy. On this basis, the prediction model is applied to two engineering cases. The results show that the prediction model has better predication results in horizontal and vertical prediction with strong adaptive and reeursive abilities. The predication results are proved in good agreement with the measurements with high accuracy to better reflect the deformation law of tunnel surrounding rock. The model can effectively conduct dynamic prediction of tunnel surrounding rock and can be used widely in tunnel deformation prediction.
作者
叶超
YE Chao(Shaanxi Railway Vocational Technical Institute, Weinan 714000, China)
出处
《铁道标准设计》
北大核心
2017年第11期76-81,共6页
Railway Standard Design
基金
陕西铁路工程职业技术学院科研项目(KY2016-02)
关键词
隧道
沉降变形
自适应GM(1
1)模型
BP神经网络
变形预测
Tunnel
Settlement and deformation
Adaptive GM （1, 1 ） model
BP neural network
Deformation prediction
