冲击载荷下泥质粉砂岩和石英岩的动态力学特性及能量分析

IF 2.1 3区 地球科学 Q2 GEOSCIENCES, MULTIDISCIPLINARY
Junxiang Wang, Ruibin Han, Song Tang, Gang Sun, Hao Wang
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引用次数: 0

摘要

为探索不同岩石类型在冲击载荷作用下的动态力学特性和能量耗散特性,采用Split-Hopkinson压杆(SHPB)装置对泥质粉砂岩和石英岩进行了不同应变率和应力条件下的动态压缩试验,并在LS-DYNA中采用RHT本构模型进行了有限元模拟。深入研究岩石在不同应力状态下的破坏机制。与之前的研究不同,本研究整合了真三轴条件来反映复杂的地应力。结果表明:随着应变速率的增大,两种岩石的峰值强度均显著增大,破坏模式由块状破坏向粉状破坏转变,能量呈上升趋势;入射和透射能量的增加比反射和耗散能量的增加更大。当应变速率超过75 s−1时,在非约束条件下,两种岩石的入射能分别增加了94.90%和130.4%,透射能分别增加了120.9%和130.2%。围压作用下,入射能增加142.1%和109.5%,透射能增加154.9%和132.0%。在真三轴条件下,岩石的破坏机制以剪切破坏为主。泥质粉砂岩在中间主应力面上表现为“V”型裂纹扩展,而石英岩在中间主应力面上表现为双裂纹剪切破坏。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic mechanical properties and energy analysis of argillaceous siltstone and quartzite under impact loading
To explore the dynamic mechanical properties and energy dissipation characteristics of different rock types under impact loading, critical for deep tunnel engineering, dynamic compression tests were performed on argillaceous siltstone and quartzite using a Split-Hopkinson Pressure Bar (SHPB) device, under various strain rates and stress conditions, along with finite element simulations in LS-DYNA, employing the RHT constitutive model, to delve deeper into the failure mechanisms of rocks under various stress states. Unlike prior studies, this research integrates true triaxial conditions to reflect complex in-situ stresses. The results show that as the strain rate increases, the peak strength of both rock types significantly increases, and the failure mode shifts from block failure to powder-like failure, with energy exhibiting an upward trend. The increase in incident and transmitted energy was more substantial than that in reflected and dissipated energy. At a strain rate exceeding 75 s−1, under non-confined conditions, the incident energy of the two rock types increases by 94.90 % and 130.4 %, respectively, and the transmitted energy increases by 120.9 % and 130.2 %. Under confining pressure, the incident energy increases by 142.1 % and 109.5 %, while the transmitted energy increases by 154.9 % and 132.0 %. Under true triaxial conditions, the rocks exhibited shear failure as their failure mechanism. The argillaceous siltstone displayed crack propagation in a “V”-shaped pattern on the intermediate principal stress plane, while quartzite exhibited double-crack shear failure on the intermediate principal stress plane.
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来源期刊
Journal of Applied Geophysics
Journal of Applied Geophysics 地学-地球科学综合
CiteScore
3.60
自引率
10.00%
发文量
274
审稿时长
4 months
期刊介绍: The Journal of Applied Geophysics with its key objective of responding to pertinent and timely needs, places particular emphasis on methodological developments and innovative applications of geophysical techniques for addressing environmental, engineering, and hydrological problems. Related topical research in exploration geophysics and in soil and rock physics is also covered by the Journal of Applied Geophysics.
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