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Research on Stress and Strain of Cement Stabilized Macadam Base in differert layers

机译:水泥稳定碎石基层应力应变研究。

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A great deal of truth prove that the cement stable macadam with superiorly original design which in use process can happen serious diseases. "'Highway construction with degree of compaction,7 days compressive strength and gradation as control targets. Ensure the material properties to meet the design requirements of the case, to infer the way of stress in the pavement structure has changed, and he stress concentration in certain parts of the sub-base has damaged. This study uses BISAR calculation software simulated the stress-strain characteristics of cement stabilized sub-base in the state of different layers. The results show that the reason for the traditional when the layered construction work on the sub-base to Scrunch, will have to shape good sub-base disturbance and loose, at the interface between the two layers may form a force weak layer. But the big thickness sub-base with one-time constructed units as a whole and fully continuous state, will completely eliminate influence between the layers.
机译:大量事实证明,具有优异原始设计的水泥稳定碎石在使用过程中会发生严重疾病。 “'以压实度,7天抗压强度和等级为控制目标的高速公路施工。确保材料性能满足壳体的设计要求,以推断路面结构中的应力方式已改变,并且应力集中本研究利用BISAR计算软件模拟了水泥稳定基层在不同层状态下的应力应变特性,结果表明,传统的原因是在层状施工时Scrunch的基层必须具有良好的基层扰动和疏松性,在两层之间的界面处可能会形成力弱层,但是厚基层的基层具有一次性构造的单元,并且完全连续的状态,将完全消除各层之间的影响。

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