Heterogeneity identification method for surrounding rock of large-section rock tunnel faces based on support vector machine

Wenhao Yi, Mingnian Wang, Jianjun Tong, Siguang Zhao, Jiawang Li, Dengbin Gui, Xiao Zhang
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Abstract

PurposeThe purpose of the study is to quickly identify significant heterogeneity of surrounding rock of tunnel face that generally occurs during the construction of large-section rock tunnels of high-speed railways.Design/methodology/approachRelying on the support vector machine (SVM)-based classification model, the nominal classification of blastholes and nominal zoning and classification terms were used to demonstrate the heterogeneity identification method for the surrounding rock of tunnel face, and the identification calculation was carried out for the five test tunnels. Then, the suggestions for local optimization of the support structures of large-section rock tunnels were put forward.FindingsThe results show that compared with the two classification models based on neural networks, the SVM-based classification model has a higher classification accuracy when the sample size is small, and the average accuracy can reach 87.9%. After the samples are replaced, the SVM-based classification model can still reach the same accuracy, whose generalization ability is stronger.Originality/valueBy applying the identification method described in this paper, the significant heterogeneity characteristics of the surrounding rock in the process of two times of blasting were identified, and the identification results are basically consistent with the actual situation of the tunnel face at the end of blasting, and can provide a basis for local optimization of support parameters.
基于支持向量机的大断面围岩非均质性识别方法
目的快速识别高速铁路大断面岩质隧道施工过程中普遍存在的巷道工作面围岩显著非均质性。设计/方法/途径依托基于支持向量机(SVM)的分类模型,采用标称爆破孔分类和标称分区分类项对巷道工作面围岩非均质性识别方法进行了论证,并对5个试验巷道进行了识别计算。在此基础上,对大断面围岩隧道支护结构的局部优化提出了建议。结果表明,与基于神经网络的两种分类模型相比,基于svm的分类模型在样本量较小时具有更高的分类准确率,平均准确率可达87.9%。替换样本后,基于svm的分类模型仍能达到相同的准确率,其泛化能力更强。应用本文所描述的识别方法,识别了两次爆破过程中围岩明显的非均质性特征,识别结果与爆破结束时巷道工作面实际情况基本一致,可为支护参数的局部优化提供依据。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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