充填孔洞岩石的静态力学响应及矩张量反演分析
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1.内蒙古科技大学 土木工程学院;2.中国矿业大学北京 力学与土木工程学院

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TU45

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内蒙古自治区自然科学(2025QN05087); 中央支持地方高校改革发展项目-土木工程提质培育学科建设项目


Static mechanical response and moment tensor inversion analysis of rock with filled holes
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1.School of Civil Engineering,Inner Mongolia University of Science and Technology,Baotou,Inner Mongolia 014010;2.School of Mechanics &3.Civil Engineering,China University of Mining &4.Technology(Beijing)

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    摘要:

    本文采用电动伺服压力试验机对试样开展静态压缩试验,并基于矩张量理论和PFC2D开展了不同围压下的声发射离散元分析,研究了填充材料和围压对试样强度参数、应变场演化规律、破坏模式及声发射事件的影响。结果表明,填充物对试样的抗压强度有明显的增强作用,相较于FA试样,在三种填充情况下,抗压强度分别平均增长了13.7%、25.2%和33.7%。当试样中无填充时,孔洞周围存在显著的应力集中现象,对于填充孔洞试样,在加载初期,应变局部化主要集中于填充材料内部,并在加载后期沿试样内的薄弱路径逐渐演变为裂纹的扩展。相较于无填充试样,填充后试样的破坏形态变化较大,不同填充物下试样的破坏形态在宏观上较为类似。中等震级的声发射事件在聚结区占据主导地位,三种围压下试样内的宏观破裂面上普遍呈现出拉伸与剪切破坏机制的复合作用。震级与频率之间的关系呈现出典型的正态分布特征, b值的大小随着围压增加呈正相关变化。

    Abstract:

    This study conducted static compression tests on specimens using an electro-servo pressure testing machine. Based on the moment tensor theory and PFC2D, acoustic emission discrete element analyses under different confining pressures were performed to investigate the effects of filling materials and confining pressure on the strength parameters, strain field evolution, failure modes, and acoustic emission events of the specimens. The results show that the fillers significantly enhance the compressive strength of the specimens. Compared with the FA specimen, the compressive strength increased by an average of 13.7%, 25.2%, and 33.7% under the three filling conditions, respectively. In specimens without fillers, significant stress concentration was observed around the cavities. For specimens with filled cavities, strain localization was primarily concentrated within the filling material during the initial loading stage and gradually evolved into crack propagation along weak paths in the specimen during the later loading stage. Compared with unfilled specimens, the failure patterns of filled specimens changed considerably, while the macroscopic failure patterns under different filling materials were relatively similar. Moderate-magnitude acoustic emission events dominated the coalescence zones, and tensile and shear failure mechanisms commonly acted together on the macroscopic fracture surfaces under the three confining pressures. The relationship between magnitude and frequency exhibited a typical normal distribution, and the b-value showed a positive correlation with increasing confining pressure.

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赵桐德,杨国梁,刘宏伟,等. 充填孔洞岩石的静态力学响应及矩张量反演分析[J]. 科学技术与工程, , ():

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  • 收稿日期:2026-04-03
  • 最后修改日期:2026-06-16
  • 录用日期:2026-07-27
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