孔隙压力抑制了加拿大西部诱导地震的集群
相关实验视频
Updated: Jun 3, 2025

08:35
Minimum Burning Pressures of Water-based Emulsion Explosives
Published on: October 31, 2017
8.4K
1Department of Civil and Environmental Engineering, Western University, London, ON N6A 5B9, Canada.
概括
诱导的地震聚集在孔隙压力变化较低的区域,呈现链状的图案. 这一发现对于理解水力压裂等活动的地震风险至关重要.
科学领域:
- 地质物理学 地质物理学
- 地震学 地震学
- 地震科学 地震科学 地震科学
背景情况:
- 诱导地震是由于人为活动造成的,例如水力压裂和废水注入.
- 了解诱导性地震的机制对于地震风险评估至关重要.
- 不同质的有效应力变化驱动这些地震事件.
研究的目的:
- 研究诱导地震的核和空间分布模式.
- 分析地震聚类和孔隙压力变化之间的关系.
- 了解控制诱导地震性的断裂力学.
主要方法:
- 将一个聚类方法应用于一个包含21536次地震的目录.
- 对地震复发时间和间隔距离的分析.
- 数字建模以探索孔隙压力变化对地震集群和断层行为的影响.
主要成果:
- 集群诱导的地震在短的复发时间 (<6分钟) 中核化.
- 集群事件不显示短的间隔距离,不同于区域研究.
- 地震首选聚集在孔隙压力变化较低的区域.
- 增加孔隙压力变化导致更多的链状地震拓,表明过渡到增速行为.
结论:
- 诱导地震聚类与局部孔隙压力变化有关.
- 观察到的链状拓表明,断层材料的行为在变化的孔隙压力下发生过渡.
- 这些发现在加拿大西部都是一致的,突出了诱导地震性的潜在时间细分.
- 这项研究为诱导地震和地震风险评估的机制提供了关键的见解.
更多相关视频
相关概念视频
Pore Size Distribution
86
In concrete, the pore size distribution significantly influences the material's properties. Capillary pores, markedly larger than gel pores, form a vast network within partially hydrated cement paste, reducing the concrete's strength and increasing its permeability. This heightened permeability leads to a greater risk of damage from environmental factors like freeze-thaw cycles and chemical attacks, with the extent of vulnerability also being tied to the water-to-cement ratio.
Adequate...
Adequate...
86
Microcracking in Concrete
100
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...
100
Shrinkage in Concrete
78
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
78
Unsoundness of Aggregate due to Volume Change
96
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...
96
Porosity in Cement Paste
114
The porosity of concrete is a measure of the void spaces within its structure. These spaces impact its strength and durability significantly. When water and cement interact, a chemical reaction called hydration creates a semi-solid paste. This paste includes combined water, making up approximately 23% of the cement's dry mass, and gel water, which fills minuscule voids known as gel pores, accounting for about 28% of the cement gel volume.
The balance of water to cement in the mix is...
The balance of water to cement in the mix is...
114

