Study of the Mechanical Properties of the Composite Scene Rigid Pavement Structure

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Abstract:

s: Rigid Pavement composite performance is more complex, there is no analytical formulas can better predict its mechanical properties. This article by buried sensors in ShanMei Expressway Cement Asphalt Paving Project, on-site monitoring of the actual variation of the mechanical properties of the composite pavement structure, this study provides a theory basis for the optimization design of highway asphalt overlay structure of Cement Concrete Pavement.

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Periodical:

Advanced Materials Research (Volumes 912-914)

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329-333

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Online since:

April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Zeng Sheng, Guo-xiong Zhang, Cai-yun Tang. The effects of void on road load stress of Cement Concrete Pavement [J]. Foreign Highway, 2013, 33(1): 68-71.

Google Scholar

[2] Yanqing Li, Yangkai Xiang, Chaobo Xiong. Study of grouting material of void about cement concrete pavement [J]. Chongqing Jiaotong University Journal, 2012, 31(5): 957-961.

Google Scholar

[3] ChenYu, Qi-seng Zhang. Fuzzy Evaluation of test results based on the old road FWD foundation void status [J]. Highway and Transportation Research, 2005, 22(6): 46-49.

Google Scholar

[4] Jinbi Wang, Zhenjiang Hui, Wang qian. Method for determining void based on the same plate deflection difference of the bottom plate [J]. Highway, 2012, (1): 19-22.

Google Scholar

[5] Wang Qian, Jin-tao Liu, Xuan-cang Wang. Void squirt road mud bottom panel determination and self-compensation grouting material treatment [J]. Chang'an University Journal, 2013, 33(1): 28-32.

Google Scholar

[6] Gensheng Liu, Mingjun Li, Bi Peng. Evaluation the effect of the void treated by modified emulsified asphalt cement-based composite materials [J]. Shanxi Traffic Technology, 2012, (2): 8-11.

Google Scholar