卷积神经网络算法在高速公路隧道浅埋段地表下沉预测中的应用
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李伟(1990—),男,工程师,从事岩土工程、隧道工程和桥梁工程的研究。

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U456.3+1

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重庆市技术创新与应用发展专项重点项目(CSTB2024TIAD-KPX0065);中国中冶重点研发项目(ZQZY-ZDYYF-SJY-2024-01)


Application of convolutional neural network algorithm in the prediction of surface subsidence in the shallow-buried section of expressway tunnels
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    摘要:

    为解决高速公路隧道浅埋段地表沉降监测周期长的问题,文章将卷积神经网络算法引入到高速公路浅埋段地表沉降值预测研究中,并基于开州至云阳高速项目拦垭坪隧道浅埋段地表沉降实测数据,随机选取 70% 实测数据作为训练集,30% 实测数据作为测试集。结果表明:将卷积神经网络算法应用于高速公路浅埋段地表沉降值预测研究中,可以快速计算隧道浅埋段地表沉降预测值,且预测结果显示训练集预测的均方根误差为 0.043 688,测试集预测的均方根误差为 0.173 38,证明了卷积神经网络算法的适用性。

    Abstract:

    In order to solve the problem of the long monitoring and measurement cycle of surface settlement in the shallow-buried section of expressway tunnels, the convolutional neural network algorithm was introduced into the research on the prediction of surface settlement values in the shallow-buried section of expressways. Based on the measured data of surface settlement in the shallow-buried section of the Lanyaping tunnel of the Kaizhou-Yunyang expressway project, 70% of the measured data was randomly selected as the training set, and 30% of the measured data was used as the test set. The engineering example shows that when the convolutional neural network algorithm is applied to the research on the prediction of surface settlement values in the shallow-buried section of expressways, the predicted values of surface settlement in the shallow-buried section of the tunnel can be calculated quickly. Moreover, the prediction results indicate that the root mean square error of the prediction for the training set is 0.0436 88, and that for the test set is 0.173 38, which proves the applicability of the convolutional neural network algorithm.

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李伟,周泽林.卷积神经网络算法在高速公路隧道浅埋段地表下沉预测中的应用[J].工程建设,2025,(12):53-57

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  • 在线发布日期: 2026-08-05
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