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相关概念视频

Design Example: Maintaining Level of an Embankment01:19

Design Example: Maintaining Level of an Embankment

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Constructing a roadway embankment over uneven terrain requires precise leveling to ensure stability and proper drainage. Surveyors use a leveling instrument and staff to calculate ground elevations and determine the required fill material at each point along the embankment alignment.The process begins by positioning a leveling instrument near a benchmark with a known elevation. A backsight reading establishes the instrument height, which serves as a reference for subsequent measurements. A...
388
Dynamic Modulus of Elasticity of Concrete01:16

Dynamic Modulus of Elasticity of Concrete

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The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by a...
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Elasticity in Concrete01:20

Elasticity in Concrete

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Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
300
Residual Stresses in Bending01:18

Residual Stresses in Bending

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In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
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Design of Columns under a Centric Load01:17

Design of Columns under a Centric Load

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The design of columns under centric load is a fundamental aspect of structural engineering and is critical for ensuring the stability and integrity of structures. Euler's and Secant's formulas are central to understanding and calculating the critical load and deformation behaviors of columns, providing a basis for safe and effective structural design.
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Measurement of Air Content in Concrete

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Air content measurement in concrete is critical for ensuring structural integrity and durability of concrete structures, especially in environments prone to severe weather conditions. Accurate air content analysis optimizes concrete's resistance to freeze-thaw cycles and enhances its workability and strength. Several methods are standardized under ASTM guidelines to measure the air content in fresh concrete, each suitable for different concrete types and conditions.
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相关实验视频

Updated: Jan 10, 2026

Measuring and Mapping Patterns of Soil Erosion and Deposition Related to Soil Carbonate Concentrations Under Agricultural Management
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模拟loess的可折叠性,使用EDOMETER测试来预测基础和堆沉积情况.

Zhao Long1,2, Shuaihua Ye3, Yuan Hao1

  • 1School of Civil and Hydraulic Engineering, Lanzhou University of Technology, Lanzhou, 730050, Gansu, China.

Scientific reports
|November 26, 2025
PubMed
概括

这项研究提高了中国西北地区建筑基础的安全性.

关键词:
倒塌性系数的情况.可以折叠的丝.沉浸式压缩试验的压缩试验回归分析是一种回归分析.

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Soil Lysimeter Excavation for Coupled Hydrological, Geochemical, and Microbiological Investigations
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Author Spotlight: Advancing Agricultural Land Ecosystem Research with a Hydraulic Property Analyzer to Assess Soil Health
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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
  • 土木工程 土木工程是指土木工程.

背景情况:

  • 中国西北的低谷地区面临着土壤崩性造成的建筑挑战.
  • 目前用于预测塌的现有模型由于依赖单个指标,其工程适用性有限.

研究的目的:

  • 为了调查兰州的洛斯塌性特征.
  • 开发一个多参数模型来预测洛斯崩结算.
  • 为了提高基础的安全性,在loess地区.

主要方法:

  • 在恒压下进行实验室塌试验.
  • 回归建模以评估地质技术参数的影响.
  • 深度智能潜在崩分析的标准方法.
  • 开发一个指数函数模型用于可折叠系数预测.

主要成果:

  • 建立了可折叠系数和空隙比率,自然水分含量和压缩模量之间的显著关系.
  • 确定了一个指数分布趋势,用于潜在的崩变化和堆周围的深度.
  • 开发了一个全面的预测模型,整合了五个地质技术参数.

结论:

  • 开发的多参数模型准确地预测了洛斯崩结算.
  • 该模型提供了一个实用的工具,用于风险评估和风险减轻设计的基础和土相互作用的土环境.
  • 在中国西北的地区,提高基础安全是可以实现的.