Determination of drilling rate index based on mineralogical and textural properties of natural stones

IF 3.7 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Deniz Tumac, Aydin Shaterpour-Mamaghani, Shahabedin Hojjati, Can Polat, Selman Er, Hanifi Copur, Cemal Balci
{"title":"Determination of drilling rate index based on mineralogical and textural properties of natural stones","authors":"Deniz Tumac,&nbsp;Aydin Shaterpour-Mamaghani,&nbsp;Shahabedin Hojjati,&nbsp;Can Polat,&nbsp;Selman Er,&nbsp;Hanifi Copur,&nbsp;Cemal Balci","doi":"10.1007/s10064-023-03279-0","DOIUrl":null,"url":null,"abstract":"<div><p>Over the last few decades, researchers have focused on developing models that aim to predict the drillability of natural stones based on their physicomechanical properties using regression analyses. This study aims to investigate the relationships between the drilling rate index (<i>DRI</i>) of natural stones and their mineralogical and textural properties. A database composed of 37 natural stone samples was used to develop new <i>DRI</i> estimation models using regression analysis and the application of an evolutionary algorithm. The results revealed that the <i>DRI</i> could be predicted based on the texture coefficient, Shore scleroscope hardness, and the product of the uniaxial compressive strength and Brazilian tensile strength based on an analysis of the combined dataset consisting of natural stones of metamorphic, sedimentary, and magmatic origins. The non-linear models developed by the evolutionary computation algorithm revealed that the texture coefficient, mean grain size, uniaxial compressive strength, and Brazilian tensile strength could be used to predict the <i>DRI</i> of metamorphic natural stones. This study differs from previous studies through its use of a novel evolutionary algorithm based on a combination of gene expression programming and particle swarm optimization, which was used to perform a non-linear regression analysis to identify models that could accurately predict <i>DRI</i>. To improve the generalizability of the proposed models, more types of natural stones, especially those with magmatic origins, should be included in the database analyzed in this study.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"82 7","pages":""},"PeriodicalIF":3.7000,"publicationDate":"2023-06-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s10064-023-03279-0.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-023-03279-0","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0

Abstract

Over the last few decades, researchers have focused on developing models that aim to predict the drillability of natural stones based on their physicomechanical properties using regression analyses. This study aims to investigate the relationships between the drilling rate index (DRI) of natural stones and their mineralogical and textural properties. A database composed of 37 natural stone samples was used to develop new DRI estimation models using regression analysis and the application of an evolutionary algorithm. The results revealed that the DRI could be predicted based on the texture coefficient, Shore scleroscope hardness, and the product of the uniaxial compressive strength and Brazilian tensile strength based on an analysis of the combined dataset consisting of natural stones of metamorphic, sedimentary, and magmatic origins. The non-linear models developed by the evolutionary computation algorithm revealed that the texture coefficient, mean grain size, uniaxial compressive strength, and Brazilian tensile strength could be used to predict the DRI of metamorphic natural stones. This study differs from previous studies through its use of a novel evolutionary algorithm based on a combination of gene expression programming and particle swarm optimization, which was used to perform a non-linear regression analysis to identify models that could accurately predict DRI. To improve the generalizability of the proposed models, more types of natural stones, especially those with magmatic origins, should be included in the database analyzed in this study.

Abstract Image

基于天然石材矿物学和结构特性的钻速指标的确定
在过去的几十年里,研究人员一直致力于开发模型,旨在利用回归分析,根据天然石材的物理力学特性预测其可钻性。本研究旨在探讨天然石材的钻速指数(DRI)与其矿物学和结构性质之间的关系。以37个天然石材样本为数据库,采用回归分析和进化算法建立了新的DRI估计模型。结果表明,通过对变质岩、沉积岩和岩浆成因的天然岩石组合数据集的分析,可以根据织构系数、邵氏硬度以及单轴抗压强度和巴西抗拉强度的乘积来预测DRI。采用进化计算算法建立的非线性模型表明,织构系数、平均晶粒尺寸、单轴抗压强度和巴西抗拉强度可用于预测变质天然石的DRI。与以往研究的不同之处在于,本研究采用了一种基于基因表达编程和粒子群优化相结合的新型进化算法,通过非线性回归分析来识别能够准确预测DRI的模型。为了提高模型的通用性,本研究分析的数据库中应包括更多种类的天然岩石,特别是岩浆成因的天然岩石。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信