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对商开高速公路粉性土路基上加铺补强层后的路面结构进行了理论分析 ,并计算分析了不同层间结合条件下 ,补强层材料模量和结构层厚度对路基的承载力及抗变形能力的影响。
The pavement structure of reinforced silty soil subgrade on Shangkai Expressway has been theoretically analyzed and the bearing capacity of subgrade reinforced with material modulus and structural layer thickness under different conditions has been calculated and analyzed. And anti-deformation ability.