多年冻土区低层建筑地下室土基的解冻计算(英文)

Calculation of thawing of the soil foundations with the surface basements of a low-rise buildings in permafrost

对多年冻土区低层建筑地下室的解冻可通过数学建模的方法研究。该模型考虑了空气温度的变化、太阳总辐射、地表反照率以及一年中大气和地球表面之间的热传递系数的变化。建筑尺寸影响的研究,是基于基座面板的热阻和热条件土壤解冻动力学计算实验进行的。比较评估的计算融化深度结果显示,现有的解冻深度的标准,大大低估了和不依赖于基座面板的热阻。此外,该标准不考虑初始土壤热状况和大气温度的年际变化。

Thawing of permafrost soil foundations of low-rise buildings with surface basements has been studied by the methods of mathematical modeling .The model takes into account air temperature changes , total solar radiation , surface albedo , thickness of snow cover and changes of coefficient of heat transfer between atmosphere and the Earth surface during a year .The influence of building dimensions , thermal resistance of plinth panel and thermal conditions of soil on dynamics of thawed bowl have been investiga -ted in the computational experiment .Comparative assessment of the results of calculation of the depth of thawing revealed that the depth of thaw calculated by existing standards , is considerably underestimated and does not depend on the thermal resistance of plinth panel .Moreover the standards do not take into account initial thermal conditions of soil and annual changes of atmospheric temperature .