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白青波, 李旭, 田亚护. 路基温度场长期模拟中的地表热边界条件研究[J]. 岩土工程学报, 2015, 37(6): 1142-1149. DOI: 10.11779/CJGE201506021
引用本文: 白青波, 李旭, 田亚护. 路基温度场长期模拟中的地表热边界条件研究[J]. 岩土工程学报, 2015, 37(6): 1142-1149. DOI: 10.11779/CJGE201506021
BAI Qing-bo, LI Xu, TIAN Ya-hu. Upper boundary conditions in long-term thermal simulation of subgrade[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1142-1149. DOI: 10.11779/CJGE201506021
Citation: BAI Qing-bo, LI Xu, TIAN Ya-hu. Upper boundary conditions in long-term thermal simulation of subgrade[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 1142-1149. DOI: 10.11779/CJGE201506021

路基温度场长期模拟中的地表热边界条件研究

Upper boundary conditions in long-term thermal simulation of subgrade

  • 摘要: 在路基温度场模拟中, 地表热边界常基于“附面层原理”确定, 即假设一定深度(附面层厚度)的土体温度函数等于大气日平均温度函数加上一个温度增量。目前, 附面层厚度和温度增量一般通过实际观测值回归分析得到, 尚未建立起相应的理论和参数确定方法, 无法定量分析路面材质、路面结构、太阳辐射、路面辐射对附面层厚度和温度增量的影响。首先通过理论分析, 建立了附面层厚度的确定方法;然后建立了一维路面路基结构温度场模拟模型, 并通过路基温度场反演分析, 验证了数值模型的正确性;进而通过数值分析, 研究了太阳辐射、路面辐射、对流换热和路面结构等因素对附面层底部温度增量的影响, 给出了温度增量的确定方法和相应的设计图表和计算公式。

     

    Abstract: In the numerical simulation of a long-term temperature field in subgrade, the upper thermal boundaries are often determined by the boundary-layer theory, in which the temperature at a certain depth, i.e., the thickness of boundary layer, can be used as a temperature increment plus an average temperature of atmosphere. Because of the lack of a model, the boundary-layer thickness and the temperature increment are usually extracted from the monitored data of subgrade temperature in field. The objective of this study is to develop a model for the determination of the boundary-layer thickness and temperature increment. A theoretical derivation is carried out and leads to a solution of the thickness of boundary layer. Then a numerical model is established to simulate the temperature field in pavement and subgrade. The numerical model is verified through the back analysis of a case study. Furthermore, a sensitive study is carried out to study the impact of solar radiation, pavement materials, pavement structure and pavement radiation on the temperature increment, resulting in an empirical equation and a design chart.

     

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