Yuan Shuang-Xi, Jiang Tong, Lei Jia-Hua, Cui Cheng-Hao
College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou, 450045, China.
Sci Rep. 2022 Feb 18;12(1):2809. doi: 10.1038/s41598-022-06712-8.
In order to understand the effects of different patterns of prefabricated fractures and grain size compositions on the fracture characteristics, acoustic emission characteristics and mechanical properties of the rock masses. We conducted compression shear experiments on square rock masses with different modes of prefabricated fractures and different grain size compositions. The experimental results showed that five fracture patterns were produced in specimens with different fracture patterns. The first fracture specimen, the fourth fracture specimen and the fifth fracture specimen were all brittle fractures. The other four specimens were not brittle fractures. The fracture patterns, fracture processes and mechanical characteristics of the different fracture pattern rock masses were revealed. The lowest peak shear stresses were found in specimens consisting of two grain size ranges and the highest peak shear stresses were found in specimens consisting of three grain size ranges. The highest shear displacements corresponding to the peak shear stresses were found in the specimens consisting of three particle size ranges. The effect of different grain size compositions on the peak shear stress and its corresponding shear displacement of the rock mass was revealed. Specimens consisting of one grain size range produced significant fracture and acoustic emission prior to the peak shear stress. The acoustic emission was jumped after the main fracture was formed. The specimen consisting of two grain size ranges produced fractures and strong acoustic emission characteristics after the peak shear stress. Thereafter, fracture reappeared and the acoustic emission signature increased again. As the specimen entered the residual strength phase, the acoustic emission was jumpy. Specimens consisting of three grain size ranges were brittle fractures with weak acoustic emission characteristics after the main fracture has formed. The cumulative energy of shear acoustic emission was the highest for a rock mass consisting of three grain size ranges. The rock mass consisting of three grain size ranges was also the strongest and most difficult to fracture because the grains were more fully embedded in each other.
为了了解不同预制裂隙形态和粒度组成对岩体断裂特性、声发射特性及力学性能的影响,我们对具有不同预制裂隙模式和不同粒度组成的方形岩体进行了压缩剪切试验。试验结果表明,不同裂隙模式的试样产生了五种裂隙形态。第一种裂隙试样、第四种裂隙试样和第五种裂隙试样均为脆性断裂。其他四个试样不是脆性断裂。揭示了不同裂隙模式岩体的裂隙形态、断裂过程及力学特性。在由两个粒度范围组成的试样中发现最低的峰值剪应力,在由三个粒度范围组成的试样中发现最高的峰值剪应力。在由三个粒度范围组成的试样中发现对应于峰值剪应力的最大剪切位移。揭示了不同粒度组成对岩体峰值剪应力及其相应剪切位移的影响。由一个粒度范围组成的试样在峰值剪应力之前产生显著的断裂和声发射。主裂隙形成后声发射出现跃升。由两个粒度范围组成的试样在峰值剪应力之后产生裂隙和强烈的声发射特征。此后,裂隙再次出现且声发射信号再次增强。当试样进入残余强度阶段时,声发射跳动。由三个粒度范围组成的试样在主裂隙形成后为脆性断裂,声发射特征较弱。由三个粒度范围组成的岩体剪切声发射累积能量最高。由三个粒度范围组成的岩体也是最强且最难断裂的,因为颗粒之间相互嵌入更充分。