基于sph的整个岩石崩落过程建模:对破坏机制的洞察

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Vinh T. Le , Tien V. Nguyen , Murat Karakus , Giang D. Nguyen , Ha H. Bui
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引用次数: 0

摘要

洞穴开采是开采大型低品位矿体的一种经济有效的方法,但其成功与否取决于岩体的溶洞性,而溶洞性受破裂、破碎和物质流动之间复杂的相互作用的制约。尽管进行了广泛的研究,但两种相互竞争的破坏机制主导着文献:(1)在Duplancic概念模型中解释的洞后前方的连续损伤剖面;(2)在实验和现场研究中观察到的离散平行裂缝带。然而,没有一个基于连续体的模型能够完全再现和解释这些失效机制。该研究提出了第一个基于连续体的数值框架,该框架捕捉了整个崩落过程,并在定性和定量上复制了实验观察到的破坏机制。利用光滑颗粒流体力学(SPH)和先进的损伤塑性模型(该模型考虑了不同加载条件下的岩石破坏,包括压剪破坏、拉剪破坏和物质流动),成功再现了物理实验中观察到的平行断裂带,挑战了连续损伤剖面的假设。模拟结果表明,在洞室扩展过程中,由于下切跨度一致,且由压剪破坏向拉剪破坏过渡,形成了平行裂隙带;此外,根据我们目前的模拟结果,膨胀角对洞室稳定性起决定性作用:高膨胀角有利于稳定拱起,支持Duplancic模型,而低膨胀角有利于通过离散断裂带逐步破坏。进一步分析表明,拉伸断裂能、材料随机性和水平应力显著影响裂缝扩展和崩落效率。模拟和离心机试验数据之间的强烈一致性验证了所提出的框架作为研究岩石崩落过程的强大工具,并为潜在的破坏机制提供了关键的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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.
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
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.
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