Wenhao Yi , Mingnian Wang , Qinyong Xia , Hongqiang Sun , Jianjun Tong
{"title":"Rockburst prediction based on 3D spatial feature system of tunnel face drilling parameters","authors":"Wenhao Yi , Mingnian Wang , Qinyong Xia , Hongqiang Sun , Jianjun Tong","doi":"10.1016/j.tust.2024.106350","DOIUrl":null,"url":null,"abstract":"<div><div>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 (<em>P</em><sub>h</sub>), feed pressure (<em>P</em><sub>f</sub>), rotary pressure (<em>P</em><sub>r</sub>), and feed speed (<em>V</em><sub>p</sub>) − 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 <span><math><msub><mi>F</mi><mn>1</mn></msub></math></span> value of the prediction set were employed to comparatively analyze the performance of the CNN models against traditional machine learning (ML) models.</div></div>","PeriodicalId":49414,"journal":{"name":"Tunnelling and Underground Space Technology","volume":"159 ","pages":"Article 106350"},"PeriodicalIF":6.7000,"publicationDate":"2025-02-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Tunnelling and Underground Space Technology","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0886779824007685","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
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 value of the prediction set were employed to comparatively analyze the performance of the CNN models against traditional machine learning (ML) models.
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.