用真实三轴多级扰动法研究独居岩的微动态力学性能和断裂演化机理

IF 11.7 1区 工程技术 Q1 MINING & MINERAL PROCESSING
Zhi Zheng , Bin Deng , Hong Liu , Wei Wang , Shuling Huang , Shaojun Li
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引用次数: 0

摘要

深部矿产资源挖掘和地下工程引起的远场微动力扰动会在高应力条件下诱发围岩破坏,甚至导致灾害。然而,三维应力状态下微动力扰动诱发的深部岩石力学性能和破坏/断裂演化机理尚不清楚。因此,我们提出了一种真正的三轴多级扰动试验方法,它可以完全模拟自然地应力、开挖应力重分布(如应力卸载、集中和旋转)以及随后引发受损岩石破坏的微动力扰动。基于动态真三轴试验平台,在单斜辉长岩上进行了不同频率和振幅的真三轴微动力扰动试验。试验结果表明,增加振幅或降低频率都会降低片麻岩的破坏强度。在扰动破坏过程中,变形模量逐渐减小。随着频率和振幅的增加,变形模量的衰减率略有下降,扰动耗散能量显著增加,扰动变形各向异性明显增强。为了定量描述真实三轴应力下不同频率和振幅下扰动诱发的损伤演变,提出了一个损伤模型。扰动破坏前,微拉伸裂纹机制占主导地位,破坏时微剪切裂纹机制显著增加。随着振幅和频率的增加,微剪切裂纹机理也随之增加。当接近扰动破坏时,声发射分形维数从稳定值变为局部大振荡,最后急剧增加到破坏时的高值。最后,清楚地阐明了深部工程中围岩的扰动诱发破坏机理。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Microdynamic mechanical properties and fracture evolution mechanism of monzogabbro with a true triaxial multilevel disturbance method

The far-field microdynamic disturbance caused by the excavation of deep mineral resources and underground engineering can induce surrounding rock damage in high-stress conditions and even lead to disasters. However, the mechanical properties and damage/fracture evolution mechanisms of deep rock induced by microdynamic disturbance under three-dimensional stress states are unclear. Therefore, a true triaxial multilevel disturbance test method is proposed, which can completely simulate natural geostress, excavation stress redistribution (such as stress unloading, concentration and rotation), and subsequently the microdynamic disturbance triggering damaged rock failure. Based on a dynamic true triaxial test platform, true triaxial microdynamic disturbance tests under different frequency and amplitudes were carried out on monzogabbro. The results show that increasing amplitude or decreasing frequency diminishes the failure strength of monzogabbro. Deformation modulus gradually decreases during disturbance failure. As frequency and amplitude increase, the degradation rate of deformation modulus decreases slightly, disturbance dissipated energy increases significantly, and disturbance deformation anisotropy strengthens obviously. A damage model has been proposed to quantitatively characterize the disturbance-induced damage evolution at different frequency and amplitude under true triaxial stress. Before disturbance failure, the micro-tensile crack mechanism is dominant, and the micro-shear crack mechanism increases significantly at failure. With the increase of amplitude and frequency, the micro-shear crack mechanism increases. When approaching disturbance failure, the acoustic emission fractal dimension changes from a stable value to local large oscillation, and finally increases sharply to a high value at failure. Finally, the disturbance-induced failure mechanism of surrounding rock in deep engineering is clearly elucidated.

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来源期刊
International Journal of Mining Science and Technology
International Journal of Mining Science and Technology Earth and Planetary Sciences-Geotechnical Engineering and Engineering Geology
CiteScore
19.10
自引率
11.90%
发文量
2541
审稿时长
44 days
期刊介绍: The International Journal of Mining Science and Technology, founded in 1990 as the Journal of China University of Mining and Technology, is a monthly English-language journal. It publishes original research papers and high-quality reviews that explore the latest advancements in theories, methodologies, and applications within the realm of mining sciences and technologies. The journal serves as an international exchange forum for readers and authors worldwide involved in mining sciences and technologies. All papers undergo a peer-review process and meticulous editing by specialists and authorities, with the entire submission-to-publication process conducted electronically.
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