The tensile stress and flexural performance of cement stabilized macadam base were analyzed through the structural design of cement stabilized macadam base asphalt pavement. The results showed that the mechanical properties of continuous pavement by double-layer cement stabilized macadam were significantly better than that of layered pavement. Through unconfined compressive strength test and shear strength test, the strength of two kinds of laminated specimens was compared and analyzed. The test results showed that the strength of laminated specimens was significantly lower than that of double-layer continuous forming specimens, and the interlaminar shear strength of the double-layer continuous forming specimens was twice higher that of the stratified continuous forming specimens.%通过水泥稳定碎石基层沥青路面结构设计, 分析水泥稳定碎石基层层底拉应力和抗弯性能.研究结果表明, 双层水泥稳定碎石连续铺筑与分层铺筑相比, 在力学性能显著高于后者.通过无侧限抗压强度试验和抗剪强度试验, 对比分析两种分层成型的试件强度.试验结果表明, 分层成型的试件强度明显低于双层连续成型试件, 双层连续成型试件的层间抗剪强度为分层成型连续成型的2倍以上.
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