在解过程中研究和砂岩的未水含量和强度特征
Zuyong Li1, Gengshe Yang2, Baohui Wang1
1School of Civil Engineering and Transportation, Weifang University, Weifang, 261061, Shandong, China.
Scientific reports
|May 21, 2025
概括
冰岩壁的解可能导致不稳定. 这项研究揭示了白纪和砂岩中未结的水含量和峰值强度之间的指数关系,这对于预测结壁的故障至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 结的地面工程学
- 岩石力学 岩石力学 岩石力学
背景情况:
- 垂直轴中的冷墙壁在解过程中容易受到损坏和故障.
- 了解解结石的机械特性对于防止工程事故至关重要.
研究的目的:
- 为了研究纪和砂岩在解过程中的机械性能和孔水变化.
- 为了确定未结的水含量和结的砂岩的峰值强度之间的关系.
主要方法:
- 三轴压缩试验是在不同温度和限制压力的和砂岩上进行的.
- 核磁共振 (NMR) 技术用于分析不同温度下的孔水含量.
主要成果:
- 砂岩中未结的水含量表现出三个不同的温度变化阶段:停止结,稳定结和快速结.
- 温度升高导致和砂岩中孔隙的关闭增加和启动/扩张减少.
- 在未结的水含量和峰值强度之间发现了指数相关性,在不同的限制压力之间保持一致.
结论:
- 冰的岩石显示出显著的超冷却,类似于冰的土壤.
- 该研究提供了一个理论和实验基础,用于评估融化墙的不稳定性.
- 这些发现对于确保地下工程项目的安全性和稳定性至关重要,这些工程项目涉及结的地面.
相关概念视频
Frost Action on Concrete
86
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...
86
Frost Resistant Concrete
68
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...
68
Unsoundness of Aggregate due to Volume Change
92
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...
92
Brick Durability, Strength, and Appearance
128
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...
128
Strength and Heat of Hydration
201
The hydration of cement is an exothermic reaction in which heat is generated as cement hydrates. This heat of hydration is critical to cement's strength development. The rate at which this heat is generated affects the temperature rise, with a majority of the heat being released early in the hydration process, half within the first three days, and about 75% within the first week.
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
The heat of hydration for each cement compound is significant; for instance, tricalcium aluminate (C3A) and...
201
Testing Water Quality
101
When the quality of water for concrete preparation is uncertain, its impact on the setting time of cement and compressive strength of mortar is assessed by comparison with de-ionized or distilled water benchmarks. American Society for Testing and Materials (ASTM) C1602 requires the setting times to be within 90 minutes of the control, British Standard (BS) 3146:1980 allows a 30-minute variance in the initial setting, while British Standards European Norm (BS EN) 1008 specifies initial setting...
101


