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Numerical Analysis on the Temperature and Stress Field for Subgrade With Berms in Seasonal Frozen Region

机译:季节性冷冻区域中巴塞尔氏菌温度和应力场的数值分析

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According to the mechanism and influencing factors of subgrade frost heaving , subgrade with berms structure was proposed based on typical highway to prevent the frost heaving.The solid model of subgrade was established. Numerical calculation model of subgrade was established by applying the finite difference software FLAC 3D, boundary conditions and parameters of numerical model were determined, models of subgrade with berms of different widths were analysed and calculated. The results show that subgrade with berms can effectively reduce the freezing depth of subgrade, and decrease the stress and deformation of subgrade frost heaving, berm that is 3m wide in given simulation conditions has the most significant effects on preventing and controlling frost heaving.
机译:根据基于霜冻的机理和影响因素,基于典型高速公路提出了PERMS结构的路基,以防止霜冻。建立了路基的实体模型。通过应用有限差异软件FLAC 3D建立了路基的数值计算模型,确定了数值模型的边界条件和参数,分析了不同宽度的巴塞尔的路基模型。结果表明,巴塞尔斯的路基可以有效地降低路基的冻结深度,降低了路基冻融的压力和变形,在给定的模拟条件下为3米的冰浆对预防和控制霜冻的影响最大。

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