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相关概念视频

Unsoundness of Aggregate due to Volume Change01:26

Unsoundness of Aggregate due to Volume Change

337
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...
337
Microcracking in Concrete01:20

Microcracking in Concrete

413
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...
413
Toughness and Hardness of Aggregate01:22

Toughness and Hardness of Aggregate

568
Toughness and hardness are critical properties of aggregate materials used in concrete, particularly on pavement surfaces and industrial flooring subjected to heavy loads. Toughness is defined as the aggregate's resistance to failure by impact and is measured by the aggregate impact value (AIV). For this, the aggregate impact value test is performed, wherein the impact is delivered by a standard hammer, which falls freely under its own weight onto the aggregates. The aggregates fragment in...
568
Bonding and Strength of Aggregate01:12

Bonding and Strength of Aggregate

440
The bond between aggregate particles and the cement matrix is significantly influenced by the shape and surface texture of the aggregates. High-strength concretes benefit from a rougher texture, which leads to stronger bonding due to greater adhesion. Angular aggregates with larger surface areas also enhance this bond. The bonding quality, however, is complex to assess as no universally accepted test exists. Good bonding is indicated when a crushed concrete specimen shows some aggregate...
440
Deleterious Substances in Aggregate01:25

Deleterious Substances in Aggregate

512
Deleterious substances in aggregates can be detrimental to the quality and durability of concrete. These substances include organic impurities like loam, which interfere with cement hydration and are usually present in the sand. These prevent a good bond between aggregate and cement paste. Organic impurities can be detected using the colorimetric test, where the darkness of a solution after agitation indicates the level of organic content.
Another type of impurity is clay and fine material that...
512
Moisture Content and Bulking of Aggregate01:10

Moisture Content and Bulking of Aggregate

404
The moisture content of aggregates is a crucial factor in construction, particularly in concrete mixing, as it influences the total water required in the mix. Moisture content represents the water coated on the exterior surface of the aggregate existing in a saturated and surface-dry condition. The total water content of a moist aggregate is the sum of its moisture content and water absorption.
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
404

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通过使用多尺度测试方法研究青聚合物的粘合降解通过老化和温度效应.

Lemin Liu1, Tao Liu2, Xiaohua Fan1

  • 1Shandong High-Speed Infrastructure Construction Co., Ltd., Jinan, 250098, China.

Scientific reports
|November 27, 2025
PubMed
概括

石灰岩聚合物在青中提供了优越的抗潮性,这是由于强大的化学键. 这项研究验证了一种评估青聚合物的粘附力的新方法,这对于耐用路面设计至关重要.

关键词:
阿斯法尔特聚合物的粘附性数字图像分析数字图像分析耐湿损伤的抗性 耐湿损伤的抗性定量粘附性评估 定量粘附性评估表面能量理论的表面能量理论.

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科学领域:

  • 材料科学 材料科学 材料科学
  • 土木工程 土木工程是指土木工程.
  • 地质地质地质地质地质地

背景情况:

  • 湿度损害显著影响青混合物的耐用性.
  • 青粘合剂和聚合物之间的界面粘附是关键因素.
  • 了解聚合物-粘合剂相互作用对于路面长寿至关重要.

研究的目的:

  • 系统地评估青聚合物的粘附性能.
  • 开发和验证一种用于粘附评估的新型定量方法.
  • 为了研究聚合物类型,青改造,温度和老化对粘合力的影响.

主要方法:

  • 采用了数字图像分析和表面能量理论.
  • 使用了水浸浸试验与基于像素的剥离面积分析相结合.
  • 四种青类型 (OR50,OR70,OR90,ORSBS) 和五种聚合物 (石灰岩,玄武岩,花岩,二岩,二岩) 进行了测试.

主要成果:

  • 石灰岩表现出优异的粘附稳定性 (100%在老化过程中),这是由于化学结合.
  • 像花岩这样的酸性聚合物对水分和老化具有很高的敏感性.
  • 新的定量方法显示了与表面能量值的高相关性 (R2 > 0.9).
  • 热/氧化老化降低了粘合力,SBS修饰的青表现更好.

结论:

  • 聚合物性是青混合物中耐湿性的关键因素.
  • 聚合物修饰,特别是SBS,提高了粘合剂聚合物的粘附性和耐用性.
  • 经过验证的定量方法为路面工程中的材料选择提供了可靠的框架.