基于模型测试的冷区域道中不同排水结构周围的温度场变化
Jinhuan Zhu1, Xuelan Zhang1, Lanjun Liu1
1School of Civil Engineering, Shangqiu Institute of Technology, Shangqiu, 476000, China.
Scientific reports
|August 26, 2023
概括
寒冷道的结与排水和绝缘有关. 这项对洪通山高速公路道的研究揭示了温度场变化和歇斯底里效应,随着埋葬深度的增加.
科学领域:
- 地质技术工程 地质技术工程
- 道工程 道工程是指道工程.
- 永久土工程 永久土工程
背景情况:
- 寒冷地区的道由于排水和绝缘不足而面临着冰和运行挑战.
- 排水结构的不当设计可能会加剧冰的形成并影响道的完整性.
研究的目的:
- 为了研究冷道中较低排水结构周围的温度场分布.
- 分析不同排水结构安排对冰形成的影响.
- 了解在不同埋葬深度下周围岩石的热行为.
主要方法:
- 室内模型测试用于模拟道条件.
- 该研究以洪通山高速公路道为案例研究.
- 在不同的排水布局下分析了温度场特征.
主要成果:
- 随着埋葬深度的增加,观察到显著的温度变化歇斯底里现象.
- 随着周围岩石的埋葬深度增加,温度变化的时间滞后变长.
- 温度变化遵循一个立方体多项式模式,温度上升和幅度下降在更深处.
结论:
- 排水结构布局极大地影响冷道的结形成.
- 了解热歇斯底里是预测和减轻冰问题的关键.
- 优化排水设计和绝缘对于寒冷地区道性能至关重要.
更多相关视频
13:27Exploring the Effects of Atmospheric Forcings on Evaporation: Experimental Integration of the Atmospheric Boundary Layer and Shallow Subsurface
Published on: June 8, 2015
8.8K
07:40A Gusseted Thermogradient Table to Control Soil Temperatures for Evaluating Plant Growth and Monitoring Soil Processes
Published on: October 22, 2016
12.0K
相关概念视频
Cold Weather Concreting
92
When freshly poured concrete is exposed to freezing temperatures before it has set, the water within the concrete can freeze. This expansion disrupts the setting process, delays chemical reactions necessary for hardening, and increases the volume of pores within the hardened concrete, which weakens its overall structure. If the concrete manages to reach an appreciable strength before it freezes, the damage can be somewhat mitigated.
To counteract the negative impacts of cold weather, ensuring...
To counteract the negative impacts of cold weather, ensuring...
92
Temperature Dependent Deformation
168
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
168
Thermal Stress
2.5K
If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
2.5K
Masonry in Cold and Hot Weather Conditions
107
In cold weather, masonry construction requires specific precautions to ensure mortar does not freeze before curing, as this can significantly weaken its strength and watertightness. Mortar temperature should be maintained between 60°F and 80°F to support proper hydration and curing. Below 40°F, mortar water must be heated, but should not exceed 120°F as high temperatures can reduce mortar's compressive and bond strength.
Other key practices include keeping masonry units...
Other key practices include keeping masonry units...
107
Thermal Strain
1.5K
Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
1.5K
Thermal expansion and Thermal stress: Problem Solving
1.2K
San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
1.2K
