{"title":"支撑剂-裂隙岩石碰撞过程中应力、能量和裂纹扩展的DEM多尺度洞察","authors":"Sarath C.R. Nallala , Huan He , Kostas Senetakis","doi":"10.1016/j.compgeo.2025.107234","DOIUrl":null,"url":null,"abstract":"<div><div>The collision behavior of an impactor (proppant simulant) colliding on weak clastic rock with pre-existing microcracks is examined in this work at multi-scales. Using discrete element-based analysis, the linear parallel bond contact model is used to simulate the rock base, while the Hertz-Mindlin contact model is used to capture the non-linear force–displacement relationship between grain-block contacts. A systematic parametric study is conducted to assess the impact of microcrack size, number, angle, and position on the damage potential of the impactor colliding the base rock. The results indicate that some of these parameters significantly influence the damage potential while others have minimal effects. Multiscale assessment is conducted by comparing stress and energy distribution results at the macroscale, penetration and contact formation information at the mesoscale and studying the discrete fracture network at the microscale. The findings of this study provide important insights into the collision behavior of proppants with clastic rocks, particularly during hydraulic fracturing operations and can potentially aid in the modeling of these systems at larger scales.</div></div>","PeriodicalId":55217,"journal":{"name":"Computers and Geotechnics","volume":"183 ","pages":"Article 107234"},"PeriodicalIF":5.3000,"publicationDate":"2025-04-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"DEM multi-scale insights on the stress, energy and crack propagation in proppant-fractured rock collisions\",\"authors\":\"Sarath C.R. Nallala , Huan He , Kostas Senetakis\",\"doi\":\"10.1016/j.compgeo.2025.107234\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The collision behavior of an impactor (proppant simulant) colliding on weak clastic rock with pre-existing microcracks is examined in this work at multi-scales. Using discrete element-based analysis, the linear parallel bond contact model is used to simulate the rock base, while the Hertz-Mindlin contact model is used to capture the non-linear force–displacement relationship between grain-block contacts. A systematic parametric study is conducted to assess the impact of microcrack size, number, angle, and position on the damage potential of the impactor colliding the base rock. The results indicate that some of these parameters significantly influence the damage potential while others have minimal effects. Multiscale assessment is conducted by comparing stress and energy distribution results at the macroscale, penetration and contact formation information at the mesoscale and studying the discrete fracture network at the microscale. The findings of this study provide important insights into the collision behavior of proppants with clastic rocks, particularly during hydraulic fracturing operations and can potentially aid in the modeling of these systems at larger scales.</div></div>\",\"PeriodicalId\":55217,\"journal\":{\"name\":\"Computers and Geotechnics\",\"volume\":\"183 \",\"pages\":\"Article 107234\"},\"PeriodicalIF\":5.3000,\"publicationDate\":\"2025-04-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Computers and Geotechnics\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0266352X25001831\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Computers and Geotechnics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0266352X25001831","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS","Score":null,"Total":0}
DEM multi-scale insights on the stress, energy and crack propagation in proppant-fractured rock collisions
The collision behavior of an impactor (proppant simulant) colliding on weak clastic rock with pre-existing microcracks is examined in this work at multi-scales. Using discrete element-based analysis, the linear parallel bond contact model is used to simulate the rock base, while the Hertz-Mindlin contact model is used to capture the non-linear force–displacement relationship between grain-block contacts. A systematic parametric study is conducted to assess the impact of microcrack size, number, angle, and position on the damage potential of the impactor colliding the base rock. The results indicate that some of these parameters significantly influence the damage potential while others have minimal effects. Multiscale assessment is conducted by comparing stress and energy distribution results at the macroscale, penetration and contact formation information at the mesoscale and studying the discrete fracture network at the microscale. The findings of this study provide important insights into the collision behavior of proppants with clastic rocks, particularly during hydraulic fracturing operations and can potentially aid in the modeling of these systems at larger scales.
期刊介绍:
The use of computers is firmly established in geotechnical engineering and continues to grow rapidly in both engineering practice and academe. The development of advanced numerical techniques and constitutive modeling, in conjunction with rapid developments in computer hardware, enables problems to be tackled that were unthinkable even a few years ago. Computers and Geotechnics provides an up-to-date reference for engineers and researchers engaged in computer aided analysis and research in geotechnical engineering. The journal is intended for an expeditious dissemination of advanced computer applications across a broad range of geotechnical topics. Contributions on advances in numerical algorithms, computer implementation of new constitutive models and probabilistic methods are especially encouraged.