Rockburst prediction based on 3D spatial feature system of tunnel face drilling parameters

IF 7.4 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-05-01 Epub Date: 2025-02-18 DOI:10.1016/j.tust.2024.106350
Wenhao Yi , Mingnian Wang , Qinyong Xia , Hongqiang Sun , Jianjun Tong
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Abstract

Rockbursts, characterized by their suddenness, uncertainty, and randomness, directly affect construction safety of tunnels. Accurate prediction of rockbursts is essential for mitigating or even eliminating these hazards. To address the limitations of existing rockburst prediction models, such as low timeliness and heavy reliance on manually input features, this study proposed a novel rockburst prediction model based on a 3D spatial feature system of tunnel face drilling parameters. First, four original drilling parameters − hammer pressure (Ph), feed pressure (Pf), rotary pressure (Pr), and feed speed (Vp) − along with rockburst grades were collected from 1429 rockburst cases. Then, a 3D spatial feature system of tunnel face drilling parameters and a rockburst prediction database were established on the basis of these four original drilling parameters and their 3D spatial distribution features. The 3D spatial feature system consisted of spatial vectors with dimensions of 42 × 18 × 3. Furthermore, a rockburst prediction model was developed based on the 3D spatial feature system and convolutional neural network (CNN) algorithm. The model utilized drilling parameters as input and rockburst grades as output. Accuracy, precision, recall, and F1 value of the prediction set were employed to comparatively analyze the performance of the CNN models against traditional machine learning (ML) models.
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基于掘进工作面参数三维空间特征系统的岩爆预测
岩爆具有突发性、不确定性和随机性等特点,直接影响隧道施工安全。准确预测岩爆对于减轻甚至消除这些危险至关重要。针对现有岩爆预测模型时效性低、严重依赖人工输入特征的局限性,提出了一种基于巷道工作面钻孔参数三维空间特征系统的岩爆预测模型。首先,从1429个岩爆案例中收集了四个原始钻井参数-锤击压力(Ph),进料压力(Pf),旋转压力(Pr)和进料速度(Vp) -以及岩爆等级。然后,基于这4个原始钻孔参数及其三维空间分布特征,建立了巷道工作面钻孔参数三维空间特征系统和岩爆预测数据库。三维空间特征系统由尺寸为42 × 18 × 3的空间向量组成。在此基础上,建立了基于三维空间特征系统和卷积神经网络(CNN)算法的岩爆预测模型。该模型以钻井参数为输入,岩爆等级为输出。利用预测集的准确率、精密度、召回率和F1值对CNN模型与传统机器学习(ML)模型的性能进行对比分析。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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