Fangyuan Xiao, Kai Zhang, Xinran Xue, Bailong Ma, Tao Jiang, Lianjie Fu
{"title":"基于岩石可钻性指标随钻测量法的岩石强度和裂缝实时确定:现场研究","authors":"Fangyuan Xiao, Kai Zhang, Xinran Xue, Bailong Ma, Tao Jiang, Lianjie Fu","doi":"10.1007/s10064-025-04117-1","DOIUrl":null,"url":null,"abstract":"<div><p>In underground engineering, understanding rock strength parameters is fundamental for rock classification and evaluation, significantly influencing the design and optimization of support systems. Present research emphasizes real-time assessment methods for rock conditions during drilling operations. Employing the dimensionless rock drillability index (I<sub>d</sub>) proposed in connection with Measurement While Drilling (MWD), it allows real-time evaluation of geological conditions in the surrounding rock through in-situ drilling tests. This study conducted in-situ drilling tests using both the MWD system and a drilling camera detection system. The results indicate a power function relationship (negative correlation) between I<sub>d</sub> and rock strength (uniaxial compressive strength). Furthermore, under various drilling conditions, including the use of Polycrystalline Diamond Compact (PDC) bits and core bits, I<sub>d</sub> continues to be a reliable method for assessing rock strength. A comparison of results from the two evaluation methods, I<sub>d</sub> and specific energy, demonstrates that the application scope and stability of using I<sub>d</sub> to assess rock strength superiors that of specific energy. Significant fluctuations in I<sub>d</sub> within rock fracture zones suggest that I<sub>d</sub> can accurately predict the presence of such zones. These findings affirm that I<sub>d</sub> is stable and widely applicable for assessing the strength of the surrounding rock and predicting the presence of fracture zones.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 2","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-01-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Real-time rock strength and fractures determination based on Measurement while drilling method via rock drillability index: an in-situ study\",\"authors\":\"Fangyuan Xiao, Kai Zhang, Xinran Xue, Bailong Ma, Tao Jiang, Lianjie Fu\",\"doi\":\"10.1007/s10064-025-04117-1\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>In underground engineering, understanding rock strength parameters is fundamental for rock classification and evaluation, significantly influencing the design and optimization of support systems. Present research emphasizes real-time assessment methods for rock conditions during drilling operations. Employing the dimensionless rock drillability index (I<sub>d</sub>) proposed in connection with Measurement While Drilling (MWD), it allows real-time evaluation of geological conditions in the surrounding rock through in-situ drilling tests. This study conducted in-situ drilling tests using both the MWD system and a drilling camera detection system. The results indicate a power function relationship (negative correlation) between I<sub>d</sub> and rock strength (uniaxial compressive strength). Furthermore, under various drilling conditions, including the use of Polycrystalline Diamond Compact (PDC) bits and core bits, I<sub>d</sub> continues to be a reliable method for assessing rock strength. A comparison of results from the two evaluation methods, I<sub>d</sub> and specific energy, demonstrates that the application scope and stability of using I<sub>d</sub> to assess rock strength superiors that of specific energy. Significant fluctuations in I<sub>d</sub> within rock fracture zones suggest that I<sub>d</sub> can accurately predict the presence of such zones. These findings affirm that I<sub>d</sub> is stable and widely applicable for assessing the strength of the surrounding rock and predicting the presence of fracture zones.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 2\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-01-28\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"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/s10064-025-04117-1\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04117-1","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}
Real-time rock strength and fractures determination based on Measurement while drilling method via rock drillability index: an in-situ study
In underground engineering, understanding rock strength parameters is fundamental for rock classification and evaluation, significantly influencing the design and optimization of support systems. Present research emphasizes real-time assessment methods for rock conditions during drilling operations. Employing the dimensionless rock drillability index (Id) proposed in connection with Measurement While Drilling (MWD), it allows real-time evaluation of geological conditions in the surrounding rock through in-situ drilling tests. This study conducted in-situ drilling tests using both the MWD system and a drilling camera detection system. The results indicate a power function relationship (negative correlation) between Id and rock strength (uniaxial compressive strength). Furthermore, under various drilling conditions, including the use of Polycrystalline Diamond Compact (PDC) bits and core bits, Id continues to be a reliable method for assessing rock strength. A comparison of results from the two evaluation methods, Id and specific energy, demonstrates that the application scope and stability of using Id to assess rock strength superiors that of specific energy. Significant fluctuations in Id within rock fracture zones suggest that Id can accurately predict the presence of such zones. These findings affirm that Id is stable and widely applicable for assessing the strength of the surrounding rock and predicting the presence of fracture zones.
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.