Vinh T. Le , Tien V. Nguyen , Murat Karakus , Giang D. Nguyen , Ha H. Bui
{"title":"基于sph的整个岩石崩落过程建模:对破坏机制的洞察","authors":"Vinh T. Le , Tien V. Nguyen , Murat Karakus , Giang D. Nguyen , Ha H. Bui","doi":"10.1016/j.ijrmms.2025.106228","DOIUrl":null,"url":null,"abstract":"<div><div>Cave mining is a cost-effective method for extracting large, low-grade orebodies, but its success depends on the cavability of a rock mass, governed by complex interactions between fracturing, fragmentation, and material flow. Despite extensive research, two competing failure mechanisms dominate the literature: (1) a continuous damage profile ahead of the cave back, as interpreted in the Duplancic conceptual model, and (2) discrete parallel fracture banding observed in experimental and field studies. However, no continuum-based model has fully reproduced and explained these failure mechanisms. This study presents the first continuum-based numerical framework that captures the entire caving process and replicates experimentally observed failure mechanisms, both qualitatively and quantitatively. Using Smoothed Particle Hydrodynamics (SPH) coupled with an advanced damage-plasticity model, which accounts for rock failure under different loading conditions, ranging from compression-shear to tensile-shear failures and material flow, parallel fracture banding observed in physical experiments is successfully reproduced, challenging the assumption of a continuous damage profile. The simulation results indicate that parallel fracture banding arises due to the consistent undercutting span and the transition from compression-shear failure to tensile-shear failure during cave propagation. Additionally, based on our current simulation results, the dilation angle tends to play a decisive role in cave stability: a high dilation angle promotes stable arching, supporting the Duplancic model, whereas a low dilation angle facilitates progressive failure through discrete fracture bands. Further analysis reveals that tensile fracture energy, material randomness, and horizontal stress significantly influence fracture propagation and caving efficiency. Strong agreement between simulations and centrifuge test data validates the proposed framework as a robust tool for studying rock caving processes and provides critical insights into the underlying failure mechanisms.</div></div>","PeriodicalId":54941,"journal":{"name":"International Journal of Rock Mechanics and Mining Sciences","volume":"194 ","pages":"Article 106228"},"PeriodicalIF":7.5000,"publicationDate":"2025-08-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"SPH-based modelling of the entire rock caving process: insights into failure mechanisms\",\"authors\":\"Vinh T. Le , Tien V. Nguyen , Murat Karakus , Giang D. Nguyen , Ha H. Bui\",\"doi\":\"10.1016/j.ijrmms.2025.106228\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Cave mining is a cost-effective method for extracting large, low-grade orebodies, but its success depends on the cavability of a rock mass, governed by complex interactions between fracturing, fragmentation, and material flow. Despite extensive research, two competing failure mechanisms dominate the literature: (1) a continuous damage profile ahead of the cave back, as interpreted in the Duplancic conceptual model, and (2) discrete parallel fracture banding observed in experimental and field studies. However, no continuum-based model has fully reproduced and explained these failure mechanisms. This study presents the first continuum-based numerical framework that captures the entire caving process and replicates experimentally observed failure mechanisms, both qualitatively and quantitatively. Using Smoothed Particle Hydrodynamics (SPH) coupled with an advanced damage-plasticity model, which accounts for rock failure under different loading conditions, ranging from compression-shear to tensile-shear failures and material flow, parallel fracture banding observed in physical experiments is successfully reproduced, challenging the assumption of a continuous damage profile. The simulation results indicate that parallel fracture banding arises due to the consistent undercutting span and the transition from compression-shear failure to tensile-shear failure during cave propagation. Additionally, based on our current simulation results, the dilation angle tends to play a decisive role in cave stability: a high dilation angle promotes stable arching, supporting the Duplancic model, whereas a low dilation angle facilitates progressive failure through discrete fracture bands. Further analysis reveals that tensile fracture energy, material randomness, and horizontal stress significantly influence fracture propagation and caving efficiency. Strong agreement between simulations and centrifuge test data validates the proposed framework as a robust tool for studying rock caving processes and provides critical insights into the underlying failure mechanisms.</div></div>\",\"PeriodicalId\":54941,\"journal\":{\"name\":\"International Journal of Rock Mechanics and Mining Sciences\",\"volume\":\"194 \",\"pages\":\"Article 106228\"},\"PeriodicalIF\":7.5000,\"publicationDate\":\"2025-08-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Rock Mechanics and Mining Sciences\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S1365160925002059\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Rock Mechanics and Mining Sciences","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S1365160925002059","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
SPH-based modelling of the entire rock caving process: insights into failure mechanisms
Cave mining is a cost-effective method for extracting large, low-grade orebodies, but its success depends on the cavability of a rock mass, governed by complex interactions between fracturing, fragmentation, and material flow. Despite extensive research, two competing failure mechanisms dominate the literature: (1) a continuous damage profile ahead of the cave back, as interpreted in the Duplancic conceptual model, and (2) discrete parallel fracture banding observed in experimental and field studies. However, no continuum-based model has fully reproduced and explained these failure mechanisms. This study presents the first continuum-based numerical framework that captures the entire caving process and replicates experimentally observed failure mechanisms, both qualitatively and quantitatively. Using Smoothed Particle Hydrodynamics (SPH) coupled with an advanced damage-plasticity model, which accounts for rock failure under different loading conditions, ranging from compression-shear to tensile-shear failures and material flow, parallel fracture banding observed in physical experiments is successfully reproduced, challenging the assumption of a continuous damage profile. The simulation results indicate that parallel fracture banding arises due to the consistent undercutting span and the transition from compression-shear failure to tensile-shear failure during cave propagation. Additionally, based on our current simulation results, the dilation angle tends to play a decisive role in cave stability: a high dilation angle promotes stable arching, supporting the Duplancic model, whereas a low dilation angle facilitates progressive failure through discrete fracture bands. Further analysis reveals that tensile fracture energy, material randomness, and horizontal stress significantly influence fracture propagation and caving efficiency. Strong agreement between simulations and centrifuge test data validates the proposed framework as a robust tool for studying rock caving processes and provides critical insights into the underlying failure mechanisms.
期刊介绍:
The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.