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相关概念视频

Plasticizers01:31

Plasticizers

67
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...
67
Superplasticizers01:30

Superplasticizers

77
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,...
77
Preplaced Aggregate Concrete01:29

Preplaced Aggregate Concrete

92
Preplaced aggregate concrete is ideal for construction environments that are not easily accessible. The process begins by properly wetting the gap-graded coarse aggregates to remove the dirt, then placing it in the form and compacting it. Voids are filled with a mortar mix pumped under pressure through slotted pipes. This mortar typically consists of Portland cement, pozzolan, fine aggregates, water, and a fluidizing aid. The pozzolan helps reduce bleeding and segregation while improving the...
92
Plastic Deformations01:19

Plastic Deformations

121
Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
121
Shrinkage in Concrete01:27

Shrinkage in Concrete

79
Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
When concrete is still in its plastic state, it can undergo a decrease in volume by about 1% of its absolute volume. This decrease is known as plastic shrinkage. It arises either...
79
Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

86
When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
86

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相关实验视频

Updated: Jun 5, 2025

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores
09:32

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores

Published on: November 20, 2014

12.2K

埃拉斯托塑料溶液用于废土中未排水的圆柱形腔扩展.

Weimin Zhang1, Fengwei Guo2, Yun Zhao3

  • 1Jinhua University of Vocational Technology, Jinhua, 321007, China.

Scientific reports
|December 3, 2024
PubMed
概括

这项研究提出了一种elasto-plastic模型,用于在纤维增强废弃物土壤中无排水的圆柱形腔扩张. 结果显示了独特的土壤行为,与普通土壤显著不同,特别是纤维增强.

关键词:
计算地质技术计算地质技术圆柱形腔的膨胀过程埃拉斯托塑料溶液的使用方法纤维含量 纤维含量 纤维含量垃圾填埋场的垃圾填埋场

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A Bending Test for Determining the Atterberg Plastic Limit in Soils
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A Bending Test for Determining the Atterberg Plastic Limit in Soils

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Separation and Identification of Conventional Microplastics from Farmland Soils
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Separation and Identification of Conventional Microplastics from Farmland Soils

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相关实验视频

Last Updated: Jun 5, 2025

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores
09:32

Mechanical Expansion of Steel Tubing as a Solution to Leaky Wellbores

Published on: November 20, 2014

12.2K
A Bending Test for Determining the Atterberg Plastic Limit in Soils
08:16

A Bending Test for Determining the Atterberg Plastic Limit in Soils

Published on: June 28, 2016

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Separation and Identification of Conventional Microplastics from Farmland Soils
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科学领域:

  • 地质技术工程 地质技术工程
  • 土壤力学 土壤力学
  • 构成型建模 构成型建模

背景情况:

  • 基础设施项目在垃圾填埋场越来越多地面临挑战.
  • 现有的模型可能无法完全捕捉废土的行为.

研究的目的:

  • 开发一个elasto-plastic理论解决方案,用于废土中未排水的圆柱形腔扩张.
  • 将纤维的增强效应和大变形理论纳入其中.
  • 分析废土独特的机械反应.

主要方法:

  • 考虑纤维增强的废土的弹性塑料构成模型.
  • 大变形理论的应用.
  • 与现有解决方案 (例如,修改的Cam-clay模型) 进行验证.

主要成果:

  • 与普通土壤相比,废土表现出明显的柱状孔扩张行为.
  • 只有类似泥的成分才能在孔附近达到临界状态.
  • 纤维增强在达到关键状态线之前显著影响弹性和塑性阶段.

结论:

  • 拟议的模型准确地捕捉了废土的复杂行为.
  • 纤维增强在废土的机械反应中起着至关重要的作用.
  • 需要特别注意废土在垃圾填埋场的地质工程应用中的独特行为.