Effect of artificially induced microcracks near the rock surface on granite fragmentation performance under heating treatment

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Yanliang Li , Jiming Li , Jianming Peng , Dong Ge , Kun Bo
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Abstract

Various novel assisted drilling technologies enhance rock fragmentation performance by introducing microcracks on the rock surface to weaken rock strength. However, the quantitative relationship between artificially induced microcracks and rock fragmentation characteristics is not clear. In this study, we induced artificial microcracks of varying degrees on the rock surface through one-dimensional heat conduction. With the aid of the fluorescent resin, we visualized the microcrack patterns and quantitatively assessed the artificially induced microcracks. Subsequently, we performed quasi-static indentation tests on granite samples containing microcracks to establish the quantitative relationship between microcracks and rock fragmentation performance. The results indicate that the release of crystal water within the temperature range of 200 °C–300 °C is the primary factor leading to a significant increase in microcracks. Load drop signals correlate with the propagation of microcracks, including the competitive interactions between mechanically induced microcracks and artificially induced microcracks. Artificially induced microcracks require a certain initial length to continue propagating under mechanical stress, and excessively short microcracks are detrimental to subsequent propagation. A higher density of microcracks implies a more complex microcrack network, facilitating the merging of cracks to form rock chips under smaller mechanical loads. The consistency between the length density and number density of microcracks in influencing the crater parameters reflects their equal importance in affecting rock fragmentation performance. These findings could help determine the extent of rock weakening by artificially induced microcracks and reveal the mechanisms of rock fracture behavior influenced by microcrack, holding significant implications for the optimization of the process parameters of various assisted rock drilling techniques.

岩石表面附近人工诱导的微裂缝对加热处理下花岗岩破碎性能的影响
各种新型辅助钻井技术通过在岩石表面引入微裂缝来削弱岩石强度,从而提高岩石破碎性能。然而,人工诱导微裂缝与岩石破碎特性之间的定量关系尚不明确。在本研究中,我们通过一维热传导在岩石表面诱导了不同程度的人工微裂缝。借助荧光树脂,我们观察了微裂缝的形态,并对人工诱导的微裂缝进行了定量评估。随后,我们对含有微裂缝的花岗岩样品进行了准静态压痕试验,以确定微裂缝与岩石破碎性能之间的定量关系。结果表明,在 200 °C-300 °C 的温度范围内,晶体水的释放是导致微裂缝显著增加的主要因素。载荷下降信号与微裂缝的扩展相关,包括机械诱导微裂缝和人工诱导微裂缝之间的竞争性相互作用。人工诱导的微裂缝需要一定的初始长度才能在机械应力作用下继续扩展,过短的微裂缝不利于后续扩展。微裂缝密度越高,意味着微裂缝网络越复杂,有利于在较小的机械荷载下合并裂缝,形成岩屑。微裂缝的长度密度和数量密度在影响陨石坑参数方面的一致性反映了它们在影响岩石破碎性能方面的同等重要性。这些发现有助于确定人工诱导微裂缝对岩石的削弱程度,并揭示微裂缝对岩石断裂行为的影响机制,对优化各种辅助凿岩技术的工艺参数具有重要意义。
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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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