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浅埋高铁隧道施工中地表沉降预测技术研究

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为解决浅埋高铁隧道施工的基础数据收集力度较小,地表沉降预测精度较低的问题,将传统的BP神经网络模型与具有预测功能的GM灰色预测理论结合,构建GM-BPNN组合预测模型,实现对传统高铁隧道施工中地表沉降预测方法的优化。该方法首先利用岩土体地表沉降的随机过程构建数据模型,提升数据收集力度,获取可靠性较强的基础信息,通过构建地表沉降与随机变量之间的非线性映射关系,根据获取的数据信息预测地表沉降状态,使得神经网络在地表沉降预测中,具备非线性数据逼近能力,从而实现整体预测,保证测量的准确性。实验结果表明,该方法能够提升整体预测精度,做到及时预测地表沉降现象,从而保障施工安全。
On Surface Settlement Prediction Technique in Shallow Buried High-speed Railway Tunnel Construction
In order to solve the problem that the basic data collection of shallow buried high-speed railway tunnel construction is less intensive and the prediction accuracy of surface settlement is low,the traditional BP neural network model is combined with the GM grey prediction theory of prediction function,and the GM-BPNN com-bined prediction model is constructed to optimize the traditional surface settlement prediction method in the con-struction of high-speed railway tunnel.According to the optimization plan,the random process of ground surface settlement is adopted to build a data model,so as to improve data collection efforts and obtain reliable basic infor-mation.By constructing the nonlinear mapping relationship between ground surface settlement and random varia-bles,the land surface settlement state is predicted according to the obtained data information,so that the neural network has the ability of nonlinear data approximation in the prediction of land surface settlement.Thus,the whole prediction is realized and the accuracy of measurement is guaranteed.The experimental results show that this method can improve the overall prediction accuracy,predict the surface settlement phenomenon in time,and ensure the construction safety.

shallow buried high-speed railway tunnel constructionland surface settlementprediction technique

李峰山

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中铁十八局集团第二工程有限公司,河北唐山 064000

浅埋高铁隧道施工 地表沉降 预测技术

2024

浙江水利水电学院学报
浙江水利水电专科学校

浙江水利水电学院学报

影响因子:0.403
ISSN:2095-7092
年,卷(期):2024.36(1)
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