PFC2D平行黏结模型模拟岩石过程中的强度偏差机制

    Strength deviation mechanism in simulating rock by the parallel bond model of PFC2D

    • 摘要: 作为二维颗粒流程序(PFC2D)早期广泛应用的接触本构模型,平行黏结模型(PBM)后来被指出模拟岩石会导致强度偏差,具体主要体现在抗拉强度和内摩擦角两方面。为揭示PBM仿真岩样致强度偏差的破裂演进过程机制,本研究构建了同一校核参照下的平行黏结模型(PBM)和平直节理模型(FJM)仿真岩样,开展直接拉伸和三轴压缩条件下的类实验室加载,并从破裂演化、力链分布与颗粒位移响应等细观层面对比分析了其演进过程机制。结果表明,无论是抵抗张拉破坏还是抵抗压剪破坏的能力,PBM仿真岩样均呈现出相较于FJM仿真岩样偏高的峰值强度响应,且偏差主要源于微裂演化过程中的机制差异:相较于FJM仿真岩样,PBM仿真岩样内部起裂相对更晚,但破裂局部化程度更高,致使微裂发育更为集中,使得峰前能量积累的集中程度更高并表现为更迅急的破裂幂律加速行为,最终生成相对更单一的宏观主破裂带,导致PBM仿真岩样呈现出偏高的抗拉强度和抗剪能力。此外,受控于微裂演化过程中的高度局部化,PBM表现出偏低的内聚力和偏高的内摩擦角,Hoek-Brown强度参量mi值也相应偏大。本研究剖析了PBM仿真岩样致强度偏差的全过程细观演化机制,可为未来研究分析和解读早期大量的PBM仿真模拟结果提供参考依据。

       

      Abstract: The Parallel Bond Model (PBM), a popular contact model in the early phases of the two-dimensional particle flow program (PFC2D), was later shown to represent pebbles that would result in strength deviations, primarily in internal friction angle and tensile strength. In order to reveal the rupture evolution mechanism of PBM-simulated rock strength deviation, PBM and Flat Joint Model (FJM) that had the same calibration reference were employed, were employed to conduct numerically direct tension tests and triaxial compression tests. On the basis of them, rupture evolutions, force chain distributions and particle displacement responses were analyzed to explore the evolutionary process mechanism of simulated rock samples. The findings demonstrate that, whether it is the ability to resist tensile failure or compressive shear failure, the PBM-simulated rock samples exhibit a higher peak strength response compared to the FJM-simulated rock samples, and the deviation is mainly attributed to the mechanism differences in the microcrack evolution process. Compared to FJM-simulated rock samples, PBM-simulated rock samples exhibit a later microcrack initiation but a higher degree of fracture localization, leading to a more concentrated microcrack development. This results in a higher degree of concentration of energy accumulation before the peak stress state and manifests as a more rapid power-law acceleration of cracking. Ultimately, a relatively more uniform macroscopic main fracture zone is generated, resulting in a higher tensile strength and shear resistance produced by the PBM-simulated rock samples. Furthermore, due to the high localization during the evolution of microcracks, PBM-simulated rock samples exhibit a lower cohesion and a higher internal friction angle, with a correspondingly larger value of the Hoek-Brown strength parameter mi. By analyzing the whole process of the evolution mechanism causing strength deviation in PBM-simulated rock samples,this research is able to provide a reference basis for future studies to analyze and interpret a large number of early PBM simulation results.

       

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