在大陆页岩储存库中对碎性进行定量表征和优化
Lixue Cheng1,2, Hongxian Gao3, Hu Li4,5,6
1College of Air Traffic Management, Civil Aviation Flight University of China, Guanghan, China.
Scientific reports
|November 10, 2025
概括
四川盆地的罗纪大陆页岩显示出潜力,但面临水力压裂的挑战. 一个新的模型显示,与海洋页岩相比,碎裂能力较低,福亚岩层对开发更有前途.
科学领域:
- 地质地质地质地质地质地
- 石油工程是石油工程中的一个.
背景情况:
- 四川盆地的罗纪大陆页岩具有显著的碳化合物潜力.
- 由于水力压裂质量的挑战,商业发展受到阻碍.
研究的目的:
- 建立一个定量模型来评估和优化页岩裂变性.
- 将这个模型应用于巴地区的中下罗纪页岩.
主要方法:
- 分析天然气发电潜力,储能能力和储库特征.
- 确定和整合关键控制因素:脆性指数,水平主应力差系数和断裂性.
- 使用规范化和分析层次过程 (AHP) 权重的统一可折断性指数的开发.
主要成果:
- 罗纪大陆页岩与海洋页岩相比,具有较低的碎裂性.
- 齐安福亚岩层表现出比达安岩层更高的易碎性.
- 影响裂变性的关键因素是材料基础,裂变启动难度和传播能力.
结论:
- 开发的定量模型有效地评估了页岩碎裂性.
- 建议优先考虑福亚形成的开发.
- 建议采用立体勘探策略,以改善页岩油气回收.
相关概念视频
Porosity and Absorption of Aggregate
723
Aggregates contain pores of varying sizes; while some are completely enclosed within the particles, others open onto the surface, allowing water to penetrate. The porosity of aggregates is a major factor contributing to the overall porosity of concrete, given that aggregates constitute about three-quarters of concrete's volume.
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the...
When all pores in an aggregate are filled with water, the aggregate is considered saturated and surface-dry. If left in dry air, water will evaporate until the...
723
Compacting Factor test
531
The compacting factor test is a method used to assess the workability of concrete. It is especially suitable for concrete mixes containing aggregates up to one and a half inches in size. This test involves specialized equipment consisting of two truncated cone-shaped hoppers and a cylinder, all with polished interior surfaces to minimize friction.
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...
531
Unsoundness of Aggregate due to Volume Change
346
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...
346
Pore Size Distribution
423
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...
423
Permeability of Concrete
449
Permeability in the context of concrete refers to how easily liquids or gases can pass through the material. This quality is crucial for assessing the water-tightness and durability of concrete structures and their resistance to chemical attacks. Concrete permeability can be determined through comparative laboratory tests. These tests typically involve sealing a concrete specimen from the sides, applying water pressure to the top surface with pressure, and measuring the amount of water passing...
449
Porosity in Cement Paste
424
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...
424


