{"title":"用一种新的可钻性指标评价冲击旋转钻井中岩石强度","authors":"Ruilang Cao, Shangxin Feng","doi":"10.1007/s10064-025-04282-3","DOIUrl":null,"url":null,"abstract":"<div><p>This paper develops a rock drillability index to determine rock strength by interpreting percussive pressure, penetration rate and rotary speed etc. drilling performance parameters in percussive-rotary drilling. Orthogonal experiments were initially conducted by a drilling processes monitoring setup to establish a database of percussive-rotary drilling performance. This database involved drilling performance parameters for 13 types of rock under 7 levels of percussive force, 7 levels of thrust and 5 levels of rotational speeds for examining the relationship between drilling performance parameters and penetration rate. A new rock drillability index was subsequentially proposed based on the nondimensionalize processing to eliminate the influence of drilling parameters on penetration rate. Experimental results demonstrate a negative linear correlation between penetration rate and feed pressure, but independent of the rotation speed. Moreover, the relationship between percussive pressure and penetration rate characterized by an upward-opening parabolic curve. Additionally, each rock type demonstrates a unique radius of curvature, but generally similar axis of symmetry. The proposed rock drillability index shows a great potential in hard rock strength determination via percussive-rotary drilling, and its accuracy, proactive assessment, and real-time capabilities have been validated in practical tunnel engineering.</p></div>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 6","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Assessment of rock strength by a new drillability index in percussive-rotary drilling\",\"authors\":\"Ruilang Cao, Shangxin Feng\",\"doi\":\"10.1007/s10064-025-04282-3\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>This paper develops a rock drillability index to determine rock strength by interpreting percussive pressure, penetration rate and rotary speed etc. drilling performance parameters in percussive-rotary drilling. Orthogonal experiments were initially conducted by a drilling processes monitoring setup to establish a database of percussive-rotary drilling performance. This database involved drilling performance parameters for 13 types of rock under 7 levels of percussive force, 7 levels of thrust and 5 levels of rotational speeds for examining the relationship between drilling performance parameters and penetration rate. A new rock drillability index was subsequentially proposed based on the nondimensionalize processing to eliminate the influence of drilling parameters on penetration rate. Experimental results demonstrate a negative linear correlation between penetration rate and feed pressure, but independent of the rotation speed. Moreover, the relationship between percussive pressure and penetration rate characterized by an upward-opening parabolic curve. Additionally, each rock type demonstrates a unique radius of curvature, but generally similar axis of symmetry. The proposed rock drillability index shows a great potential in hard rock strength determination via percussive-rotary drilling, and its accuracy, proactive assessment, and real-time capabilities have been validated in practical tunnel engineering.</p></div>\",\"PeriodicalId\":500,\"journal\":{\"name\":\"Bulletin of Engineering Geology and the Environment\",\"volume\":\"84 6\",\"pages\":\"\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2025-05-21\",\"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/s10064-025-04282-3\",\"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/s10064-025-04282-3","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}
Assessment of rock strength by a new drillability index in percussive-rotary drilling
This paper develops a rock drillability index to determine rock strength by interpreting percussive pressure, penetration rate and rotary speed etc. drilling performance parameters in percussive-rotary drilling. Orthogonal experiments were initially conducted by a drilling processes monitoring setup to establish a database of percussive-rotary drilling performance. This database involved drilling performance parameters for 13 types of rock under 7 levels of percussive force, 7 levels of thrust and 5 levels of rotational speeds for examining the relationship between drilling performance parameters and penetration rate. A new rock drillability index was subsequentially proposed based on the nondimensionalize processing to eliminate the influence of drilling parameters on penetration rate. Experimental results demonstrate a negative linear correlation between penetration rate and feed pressure, but independent of the rotation speed. Moreover, the relationship between percussive pressure and penetration rate characterized by an upward-opening parabolic curve. Additionally, each rock type demonstrates a unique radius of curvature, but generally similar axis of symmetry. The proposed rock drillability index shows a great potential in hard rock strength determination via percussive-rotary drilling, and its accuracy, proactive assessment, and real-time capabilities have been validated in practical tunnel engineering.
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.