基于MobileNet隧道围岩完整性程度的确定方法
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长沙理工大学 土木工程学院

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中图分类号:

U452.1+2

基金项目:

国家自然科学基金资助项目(52078060)


A Method for Determining the Integrity Degree of Surrounding Rock in MobileNet Tunnel
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Affiliation:

School of Civil Engineering,Changsha University of Technology,Changsha

Fund Project:

Supported by the National Natural Science Foundation of China(52078060)

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    摘要:

    为更高效率的确定隧道围岩完整性程度,提出了基于轻量级神经网络MobileNet-v2的隧道围岩岩体完整性程度的精确确定方法。首先,将图像进行灰度化、图像降噪以及裂隙边缘检测处理;然后利用MobileNet-v2轻量级神经网络模型在Image-Net数据集上进行预训练,并与迁移学习相结合完成训练集、验证集以及测试集的数据检测;最后与传统神经网络RestNet-50、VGG16作对比试验。通过裂隙面积、宽度和长度的识别,引入裂隙比Ks作为评判围岩完整性程度的指标。结果表明:(1)在准确率、损失值和训练时间等方面,MobileNet-v2模型在本实验中明显优于VGG16和RestNet-50模型。(2)MobileNet-v2模型的准确率最高,验证集准确率可达到94%左右。(3)通过与现场试验结果对比,证明使用数字图像处理方法来评判岩体完整性具有较高的准确性和可行性。研究结果为更加准确地确定岩体完整性程度提高一个参考依据。

    Abstract:

    To more efficiently determine the integrity degree of tunnel surrounding rock, a precise determination method for the integrity degree of tunnel surrounding rock based on lightweight neural network MobileNet-v2 is proposed. Firstly, grayscale the image, denoise the image, and detect the edges of cracks; Then, the MobileNet-v2 lightweight neural network model is pre trained on the ImageNet dataset, and combined with transfer learning to complete data detection on the training, validation, and testing sets; Finally, a comparative experiment was conducted with traditional neural networks RestNet-50 and VGG16. By identifying the area, width, and length of cracks, the crack ratio Ks is introduced as an indicator to evaluate the integrity of surrounding rock. The results show that: (1) In terms of accuracy, loss value, and training time, the MobileNet-v2 model is significantly better than the VGG16 and RestNet-50 models in this experiment. (2) The MobileNet-v2 model has the highest accuracy, with a validation set accuracy of around 94%. (3) By comparing with the results of on-site experiments, it has been proven that using digital image processing methods to evaluate the integrity of rock masses has high accuracy and feasibility. The research results provide a reference basis for more accurate determination of the degree of rock integrity.

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  • 收稿日期:2024-02-20
  • 最后修改日期:2024-03-27
  • 录用日期:2024-04-03
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