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A Large-Scale Test Method for Mechanical Response of Pavement Structure

机译:路面结构力学响应的大型测试方法

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A test method for mechanical response of pavement structure with the large scale model was presented in the study. The strain was tested on three large scale models of pavement structure with three typical pavement materials of cement concrete (CC), cement stabilized macadam (CSM) and asphalt concrete (AC) under the different load levels. Theoretical calculations of the strain on the top surface of CC, CSM and AC pavement models were also developed by BISAR3.0, which is a software for mechanical analysis based on elastic layered system. The research results indicate that the test method for mechanical response of pavement structure with large scale model presented in the study shows a low variability, and a good repeatability and reliability, which can be used as an effective way to study the mechanical response of pavement structure instead of full-scale test. The research results can provide some references for theoretical calculation of pavement structure and determination of pavement material parameters.
机译:提出了一种采用大型模型的路面结构力学响应测试方法。在三种大型路面结构模型上测试了该应变,其中三种典型的路面材料是水泥混凝土(CC),水泥稳定碎石(CSM)和沥青混凝土(AC)在不同载荷水平下的。 BISAR3.0还开发了CC,CSM和AC路面模型顶面应变的理论计算,BISAR3.0是基于弹性分层系统的力学分析软件。研究结果表明,该研究提出的大规模结构路面结构力学响应测试方法变异性低,重复性和可靠性良好,可作为研究路面结构力学响应的有效方法。而不是全面测试。研究结果可为路面结构的理论计算和路面材料参数的确定提供参考。

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