相关实验视频
Updated: Jun 4, 2025

12:49
Measurement of Aggregate Cohesion by Tissue Surface Tensiometry
Published on: April 8, 2011
12.5K
开发和道路性能验证大石青混合物的聚合物分级
Yufeng Bi1, Minghao Mu1, Lujun Zeng2
1Innovation Research Institute of Shandong Expressway Group Co., Ltd., Ji'nan 250000, China.
Materials (Basel, Switzerland)
|December 17, 2024
概括
研究人员开发了一种新的矿物级别,用于大型石头青混合物 (LSAM-50),以提高路面承载能力. 与传统混合物相比,这种优化的LSAM-50分级显著提高了道路性能.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 铺路工程 铺路工程 铺路工程
背景情况:
- 路面基层和地下结构需要高承载能力,传统上是用传统的青混合物实现的.
- 具有50毫米名义最大颗粒大小的大型石混合物 (LSAM-50) 缺乏既定矿物分级以获得最佳性能.
- LSAM-50的强度在很大程度上依赖于矿物分级,这是由于其较大的聚合物尺寸和较低的青粘合剂含量.
研究的目的:
- 通过优化其矿物分级来提高LSAM-50的道路性能.
- 调查粗聚合物尺寸分布对聚合物骨架内的空隙比率的影响.
- 检查细聚合物的分级对青砂强度的影响,以及粗细聚合物的比对整体机械强度的影响.
主要方法:
- 在使用不同比例的37.5-53毫米 (D1),19-37.5毫米 (D2) 和9.5-19毫米 (D3) 聚合物的粗聚合物骨架中研究的空隙比率.
- 分析了细聚合物分级对青砂强度的影响,以及粗细聚合物比对LSAM-50机械强度的影响.
- 提出并验证了一个密集的LSAM-50结构,具有强大的互锁.
主要成果:
- 为了最大限度地减少粗聚合物空隙比,D1:D2:D3聚合物的最佳比率被确定为 5:2:3.
- 青砂的最大压力和裂变强度是在0.75.5的降解因子 (i) 时实现的.
- 与ATB-30相比,拟议的LSAM-50分级显示动态稳定性增加了400%,低温曲应变改善了3%,SCB曲强度提高了47%,SCB残留强度提高了90%,而ATB-30则显示动态稳定性增加了400%.
结论:
- 特定的矿物分级 (5:2:3对于D1:D2:D3聚合物) 显著优化了LSAM-50中的粗聚合物骨架空隙比.
- 优化的细聚合物分级和粗细聚合物比率对于最大限度地提高LSAM-50的强度至关重要.
- 开发的LSAM-50与拟议的分级提供大大优越的道路性能,包括增强的稳定性和强度,比传统的混合物.
相关概念视频
Design Example: Aggregate Gradation
90
The right type and quality of aggregates are crucial for concrete as they significantly influence its properties, mix proportions, and cost-effectiveness. If different sources are available for sand, the commonly used fine aggregate in concrete, the selection of sand is primarily based on its gradation.
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
90
Types of Aggregate Grading
410
Aggregate grading is crucial in economically obtaining a concrete mix with adequate strength, reasonable workability, and minimal segregation. There are four types of aggregate gradation: well-graded, uniformly (or one-sized) graded, gap-graded, and open-graded.
Well-graded aggregates include a complete range of necessary size fractions that fit together to create a dense matrix with minimal voids, represented by a smooth, continuous gradation curve. This type of grading ensures good...
Well-graded aggregates include a complete range of necessary size fractions that fit together to create a dense matrix with minimal voids, represented by a smooth, continuous gradation curve. This type of grading ensures good...
410
Toughness and Hardness of Aggregate
244
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...
244
Sieve Analysis and Grading Curves
304
Sieve analysis is a method used to determine the particle size distribution of aggregate materials. This process involves the following steps:
304
Maximum Size of Aggregate
75
The maximum size of aggregate is defined as the aperture of the sieve retaining 15 percent or more of the particles present in the aggregate sample. The aggregate's maximum size impacts the concrete's water requirement, workability, and strength. Larger aggregates reduce the surface area needing cement paste coverage, which can lower water needs, thereby allowing a decrease in the water-to-cement ratio when the desired workability and richness of the mix are to be maintained, which can...
75
Bonding and Strength of Aggregate
139
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...
139

