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劈裂荷載下的巖石聲發射及微觀破裂特性

Acoustic emission and micro-rupture characteristics of rocks under Brazilian splitting load

  • 摘要: 通過開展花崗巖和大理巖巴西圓盤聲發射試驗,結合掃描電鏡進行破裂面微觀形貌分析,探討了劈裂荷載下巖石聲發射特性與微觀破裂機制的關系。結果表明:基于RA(上升時間與幅值的比值)和AF(平均頻率)的變化趨勢,不同裂紋模式(拉伸裂紋、剪切裂紋以及復合裂紋)的分布和破壞強度受巖石結構影響,但巖石裂紋演化過程不受其影響。相應地,兩種巖樣破裂信號均以400~499 kHz為主,100~199 kHz的信號次之,但不同破裂階段的峰值頻率變化趨勢顯著不同。在微觀形貌上,花崗巖劈裂面的微觀形貌以層疊狀、臺階狀及平坦狀為主;而大理巖以光滑多面體狀為主。此外,結合頻率?尺度縮放關系可推測,400~499 kHz的信號應主要來自鉀長石、大理巖礦物顆粒內部的破裂;100~199 kHz的信號應主要來自石英礦物顆粒內部不連續分離以及壓密階段礦物顆粒之間的滑移。

     

    Abstract: Considering the polycrystalline and anisotropic features of rock, its mechanical failure actually involves the generation, propagation, and penetration of internal micro-cracks until an ultimate macro-fracture is achieved. The nucleation and propagation of cracks emits energy outward as elastic waves referred to as acoustic emission (AE). The close relationship between AE signals and the rock fracture mechanism has been demonstrated. Many instability and failure processes in underground engineering are induced by the effects of tensile stress on tunnels and chambers or local damage to the rock structure. Several compression experiments show that the main fracture mode of rock is tensile failure. Thus, investigations of rock AE characteristics under tensile failure and the effects of the rock fabric on crack propagation patterns are of great significance. This study assesses the signal characteristics AE and its relationship with the micro-rupture mechanisms in granite and marble under tensile stress. Herein, an MTS-322 rock mechanical test system was employed to carry out Brazilian split tests, and a scanning electron microscope was employed to carry out micro-morphological analysis of rupture surfaces. According to the trends of RA and AF, the distribution of crack modes-tensile and shear or mixed patterns in both rock types and its fracture strength depend on the rock fabric. By contrast, the evolution process of crack propagation appears to depend on the softening process. Although the rock fracture signals are mainly in the range of 400?499 kHz and 100?199 kHz, the variation trend of peak frequency shows significant differences at different failure stages. At the microtopographic level, granite mainly shows three micro-morphologies, including laminated, stepwise, and smooth planar patterns. Marble is mostly smooth polyhedrals. The signals at 400?499 kHz may be inferred to be mainly generated by fractures in the k-feldspar and marble minerals, while those at 100?199 kHz are mainly produced by discontinuous separation among quartz mineral particles and slipping among mineral particles in the compaction stage.

     

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