乌鲁木齐红床砂岩在冷解周期下的宏观和微观损伤特征
Lifeng Chen1,2,3, Kai Chen4,5, Zizhao Zhang1
1School of Geology and Mining Engineering, Xinjiang University, Urumqi, 830017, China.
Scientific reports
|July 2, 2025
概括
在红床砂岩 (RBS) 上研究融周期,发现孔隙性和透性越来越大. 岩石骨架是严重故障阶段丢失的主要材料,影响机械性能.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 是一种材料科学.
- 土木工程 土木工程是指土木工程.
背景情况:
- 在季节性结地区的建筑需要了解结解周期下的材料行为.
- 红床砂岩 (RBS) 是这些地区常见的地质材料.
- 评估结构损坏对于基础设施完整性至关重要.
研究的目的:
- 在冷解周期下研究RBS的宏观和微观结构损伤特征.
- 分析结解周期对RBS物理和机械性能的影响.
- 识别损坏和故障的关键阶段.
主要方法:
- 在RBS样本上进行了微试验和单轴压缩试验.
- 样品经历了不同数量的冷解周期.
- 分析了孔隙性,透性和碎形尺寸.
主要成果:
- 随着更多的冷解周期,RBS样品的孔隙性和透性增加并稳定.
- 岩石骨架是严重故障阶段 (3-5和20-25周期) 中的主要损失材料.
- 样本中间部分的碎形尺寸增加,并且随着循环的增加而变得更加均.
结论:
- 冷解周期显著降解RBS,特别是影响岩石骨架.
- 损伤的进展发生在不同的阶段:严重的失败和缓慢的失败.
- 这些发现对于在季节性结土壤地区指导建设具有重要意义.
更多相关视频
相关概念视频
Frost Action on Concrete
152
Concrete structures in cold climates, such as those along roadsides, can retain moisture. This moisture makes them susceptible to frost-related damage when temperatures fall below freezing. Adding moisture worsens the damage during temperature fluctuations, leading to repeated freezing and thawing. De-icing salts, spread over these structures to melt ice, add to the freeze-thaw cycle, and draw even more moisture into the concrete.
This freeze-thaw cycle primarily causes surface scaling, where...
This freeze-thaw cycle primarily causes surface scaling, where...
152
Unsoundness of Aggregate due to Volume Change
183
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...
183
Microcracking in Concrete
212
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...
212
Frost Resistant Concrete
138
Concrete's susceptibility to frost damage during freeze-thaw cycles demands strategic measures to enhance its frost resistance. Employing techniques like air entrainment, adjusting the water-cement ratio, proper curing, and selecting appropriate aggregates are essential.
Introducing microscopic air bubbles into the concrete mix through air entrainment creates small voids that accommodate ice expansion, thereby reducing internal pressures and preventing cracking. The optimal amount of...
Introducing microscopic air bubbles into the concrete mix through air entrainment creates small voids that accommodate ice expansion, thereby reducing internal pressures and preventing cracking. The optimal amount of...
138
Brick Durability, Strength, and Appearance
383
Brick durability, strength, and appearance are crucial factors in construction, influencing the choice of bricks for specific applications. The process of freeze-thaw, for instance, significantly affects brick durability. This phenomenon occurs when water absorbed by a brick expands as it freezes, potentially causing damage when it melts and refreezes. Bricks are graded for durability: SW-grade bricks are the most durable, offering high strength and low water absorption, followed by MW-grade...
383
Mortar Joint Deterioration in Masonry
166
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
The...
166


