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相关概念视频

Plasticizers01:31

Plasticizers

75
Water-reducers, or plasticizers, are chemical admixtures used in concrete to improve strength and workability. These additives reduce the water-cement ratio without compromising workability, lower the cement content while maintaining the same workability, or increase workability to assist concrete placement in inaccessible areas.
Plasticizers function by using surface-active agents to create repulsive electrostatic forces between cement particles. This dispersion enhances the concrete's...
75
Soundness of Cement01:17

Soundness of Cement

172
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
172
Superplasticizers01:30

Superplasticizers

85
Superplasticizers are advanced admixtures that enhance the workability of concrete by lowering the water content without compromising the strength of the material. These substances are highly effective water reducers, improving concrete flow, making it easier to work with, and enabling concrete to reach inaccessible areas or densely reinforced sections without mechanical vibration. The key components in superplasticizers are either sulfonated melamine or naphthalene formaldehyde condensates,...
85
Pozzolans01:21

Pozzolans

116
Pozzolans are siliceous or aluminous materials blended with Portland cement. They interact with the calcium hydroxide produced during the hydration of Portland cement and contribute to improved strength and durability of concrete. The pozzolanic activity, a measure of a pozzolan's effectiveness, is typically assessed using the strength activity index, as defined in ASTM C 618-93, which calculates the ratio of the compressive strength of cement mixtures with and without pozzolan.
Fly ash is...
116
Types of Cement II01:22

Types of Cement II

109
Portland blast-furnace cement is made by blending Portland cement clinker with granulated blast-furnace slag, which accounts for 25 to 65 percent of the cement's weight. Despite its similarities to ordinary Portland (Type I) cement in terms of fineness and setting times, its early strength is lower, though it achieves comparable strength later on. It's particularly suited for mass concrete structures and marine environments due to its lower heat of hydration and superior sulfate...
109
Additives and Fillers in Concrete01:29

Additives and Fillers in Concrete

99
Additives and fillers are integral to enhancing the properties of concrete. Pozzolans and blast-furnace slag are additives or admixtures due to their reactions with calcium hydroxide released during cement hydration. Fillers, which are finely ground and similar in fineness to Portland cement, improve concrete attributes such as workability density, and reduce capillary bleeding or cracking. Some fillers possess hydraulic properties or participate in benign reactions within the cement paste.
The...
99

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相关实验视频

Updated: Jul 10, 2025

Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
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改性基水泥固化材料用于改善工程余土壤.

Xiang Yu1,2, Hongbo Lu1, Jie Peng2

  • 1Power China Huadong Engineering Corporation Limited, Hangzhou 311122, China.

Materials (Basel, Switzerland)
|November 25, 2023
PubMed
概括
此摘要是机器生成的。

修改后的红素显著提高了水泥固化土壤的性能. 这种以素为基础的添加剂提高了土壤的强度,凝聚力和耐久性,为土壤稳定和废物利用提供了可持续的解决方案.

关键词:
通过基化处理.红色的线性蛋白质 (lignin) 是一种固化的机制是固化的机制.固化剂是一种固化剂.

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Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
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科学领域:

  • 地质技术工程 地质技术工程
  • 材料科学 材料科学 材料科学
  • 可持续化学 可持续化学

背景情况:

  • 未经修改的红素在土壤稳定方面的有效性有限,特别是与传统的药物.
  • 在循环湿干条件下,素固化土壤的耐久性较差,限制了其应用.
  • 需要使用可持续材料改进土壤固化技术.

研究的目的:

  • 为了研究使用化素的化土壤的增强.
  • 为了评估酸盐和火作为激活剂对土壤特性的影响.
  • 为了提高经过处理的渣土的工程性能和耐用性.

主要方法:

  • 利用酸和酸盐和酸焦炭的氧化红素作为水泥固化渣土的激活剂.
  • 优化的添加剂比例:7%的水泥,0.4%的酸盐,0.2%的和0.2%的.
  • 评估工程性能,包括强度,凝聚力,内部摩擦角度和透阻力.

主要成果:

  • 与水泥固化的土壤相比,复合材料固化的土壤表现出1.5倍的强度和凝聚力.
  • 内部摩擦角度增加了5.1°,表明剪切强度提高.
  • 经过14天的固化,透阻力几乎翻了一番,这意味着承载能力有所改善.

结论:

  • 改性素基添加剂显著提高了水泥固化土壤的工程性能.
  • 开发的添加剂为土壤稳定提供了一种可行和可持续的方法.
  • 为利用渣渣和制备新型固化剂提供理论和技术支持.