{"title":"为硬岩预灌浆提供基于机器学习的决策支持","authors":"Ida Rongved, Tom F. Hansen, Georg H. Erharter","doi":"10.1002/cend.202400012","DOIUrl":null,"url":null,"abstract":"<p>Pre-grouting in hard rock tunneling is crucial for mitigating water ingress, significantly affecting project time and cost. Predicting pre-grouting requirements is challenging and relies heavily on the expertise of on-site personnel for decision-making. This paper explores using supervised machine learning (ML) to create a data-driven pre-grouting decision process, aiming to predict “grouting time” and “total grout take.” Tree-based regression models were developed using data from a Norwegian railway project, including typical tunneling data. These models showed limited predictive performance, with <i>R</i><sup>2</sup> scores of 0.40, though a significant relationship was observed. The limited performance highlights the need to identify parameters that significantly impact grouting outcomes rather than indicating the unsuitability of tree-based models. Future research should consider a larger data set and additional parameters, such as more data on rock mass quality, hydrogeological conditions ahead of the face, and human, organizational, and contractual factors. Despite initial findings, supervised ML shows promise in enhancing data-driven decision-making in pre-grouting by using appropriate input features and target variables.</p>","PeriodicalId":100248,"journal":{"name":"Civil Engineering Design","volume":"6 3","pages":"63-73"},"PeriodicalIF":0.0000,"publicationDate":"2024-09-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://onlinelibrary.wiley.com/doi/epdf/10.1002/cend.202400012","citationCount":"0","resultStr":"{\"title\":\"Toward machine learning based decision support for pre-grouting in hard rock\",\"authors\":\"Ida Rongved, Tom F. Hansen, Georg H. Erharter\",\"doi\":\"10.1002/cend.202400012\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>Pre-grouting in hard rock tunneling is crucial for mitigating water ingress, significantly affecting project time and cost. Predicting pre-grouting requirements is challenging and relies heavily on the expertise of on-site personnel for decision-making. This paper explores using supervised machine learning (ML) to create a data-driven pre-grouting decision process, aiming to predict “grouting time” and “total grout take.” Tree-based regression models were developed using data from a Norwegian railway project, including typical tunneling data. These models showed limited predictive performance, with <i>R</i><sup>2</sup> scores of 0.40, though a significant relationship was observed. The limited performance highlights the need to identify parameters that significantly impact grouting outcomes rather than indicating the unsuitability of tree-based models. Future research should consider a larger data set and additional parameters, such as more data on rock mass quality, hydrogeological conditions ahead of the face, and human, organizational, and contractual factors. Despite initial findings, supervised ML shows promise in enhancing data-driven decision-making in pre-grouting by using appropriate input features and target variables.</p>\",\"PeriodicalId\":100248,\"journal\":{\"name\":\"Civil Engineering Design\",\"volume\":\"6 3\",\"pages\":\"63-73\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-09-23\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://onlinelibrary.wiley.com/doi/epdf/10.1002/cend.202400012\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Civil Engineering Design\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://onlinelibrary.wiley.com/doi/10.1002/cend.202400012\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Civil Engineering Design","FirstCategoryId":"1085","ListUrlMain":"https://onlinelibrary.wiley.com/doi/10.1002/cend.202400012","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
硬岩隧道工程中的预灌浆对于减少进水至关重要,会对工程时间和成本产生重大影响。预测预注浆要求具有挑战性,并且在很大程度上依赖于现场人员的专业知识进行决策。本文探讨了使用有监督的机器学习(ML)来创建数据驱动的预灌浆决策流程,旨在预测 "灌浆时间 "和 "总灌浆量"。利用挪威铁路项目的数据(包括典型的隧道挖掘数据)开发了基于树的回归模型。这些模型显示出有限的预测性能,R2 分数为 0.40,尽管观察到了显著的关系。有限的性能突出了确定对灌浆结果有重大影响的参数的必要性,而不是表明基于树的模型不适合。未来的研究应该考虑更大的数据集和更多的参数,例如关于岩体质量、工作面前方水文地质条件以及人为、组织和合同因素的更多数据。尽管有了初步研究结果,但有监督的 ML 通过使用适当的输入特征和目标变量,在加强灌浆前的数据驱动决策方面还是大有可为的。
Toward machine learning based decision support for pre-grouting in hard rock
Pre-grouting in hard rock tunneling is crucial for mitigating water ingress, significantly affecting project time and cost. Predicting pre-grouting requirements is challenging and relies heavily on the expertise of on-site personnel for decision-making. This paper explores using supervised machine learning (ML) to create a data-driven pre-grouting decision process, aiming to predict “grouting time” and “total grout take.” Tree-based regression models were developed using data from a Norwegian railway project, including typical tunneling data. These models showed limited predictive performance, with R2 scores of 0.40, though a significant relationship was observed. The limited performance highlights the need to identify parameters that significantly impact grouting outcomes rather than indicating the unsuitability of tree-based models. Future research should consider a larger data set and additional parameters, such as more data on rock mass quality, hydrogeological conditions ahead of the face, and human, organizational, and contractual factors. Despite initial findings, supervised ML shows promise in enhancing data-driven decision-making in pre-grouting by using appropriate input features and target variables.