红色砂岩破裂的裂演变和碎形特征基于声学排放参数
Shun Liu1, Xiaobin Yang2, Jianing Wu1
1College of Emergency Management and Safety Engineering, China University of Mining & Technology (Beijing), Beijing, 100083, China.
Scientific reports
|October 22, 2024
概括
了解岩石微裂变的演变是防止工程故障的关键. 这项研究揭示了裂角度如何影响红色砂岩的强度和故障模式,使用声学排放监测.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 岩石机械学 岩石机械学
背景情况:
- 岩石的不稳定性和工程项目的失败需要了解压力下的内部微裂演变.
- 断裂岩石质量在地质技术应用中很常见,需要对其机械行为的详细分析.
研究的目的:
- 为了研究红色砂岩中受到单轴负荷的内部微裂纹模式和演变规则.
- 探索裂角度,声辐射特性和破碎岩石的机械特性之间的关系.
主要方法:
- 在破碎的红色砂岩样本上进行了单轴负荷和声辐射 (AE) 监测测试.
- 对AE参数 (RA和AF值) 的分析和碎形理论被用来描述裂模式.
- 使用AE环数的D/S统计分析来评估碎形尺寸.
主要成果:
- 红色砂岩的压力强度与裂角度呈现出"U"形关系.
- 在30°和45°破裂的砂岩中观察到与AE响声计数率相关的显著应力下降.
- 损坏的开始主要是由于拉力裂,随后是拉力和剪切裂的增加,表明断裂不稳定性.
- 碎形维度显示了一个下降-上升-下降的趋势,裂纹倾向增加,反映了裂纹复杂性的变化.
结论:
- 这项研究阐明了裂纹角度在红色砂岩的机械反应和故障机制中的关键作用.
- 声波发射和碎形分析为监测和理解岩石断裂过程提供了有效的工具.
- 这些发现有助于理论框架,以防止岩石工程应用中的不稳定性和故障.
相关概念视频
Microcracking in Concrete
104
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
104
Unsoundness of Aggregate due to Volume Change
98
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
98
Dynamic Modulus of Elasticity of Concrete
263
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
263
Types of Non-structural Cracks in Concrete
130
Non-structural cracks are primarily of three types: plastic, early-age thermal, and drying shrinkage cracks. Plastic cracks are further classified into plastic shrinkage cracks and plastic settlement cracks.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
130
Creep in Concrete
181
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
181
Stress-Strain Diagram - Brittle Materials
2.2K
Brittle materials, including glass, cast iron, and stone, exhibit unique characteristics. They fracture without considerable change in their elongation rate, indicating that their breaking and ultimate strength are equivalent. Such materials also show lower strain levels at the point of rupture. The failure in brittle materials predominantly results from normal stresses, as evidenced by the rupture created along a surface perpendicular to the applied load. These materials do not display...
2.2K


