Setting of Function Layer of Cement Concrete Pavement

Miao Hu; Mu Lian Zheng; Rui He

doi:10.4028/www.scientific.net/AMR.1065-1069.788

Paper Titles

Numerical Analysis on the Temperature and Stress Field for Subgrade with Berms in Seasonal Frozen Region
p.766

Performance Evaluation of Warm Recycled SBS Modified Asphalt Mixture
p.771

Plate Load Test Applied to Detect Bearing Capacity of the Miscellaneous Fill Subgrade Reinforced by the Dynamic Compaction
p.778

Research on Frost Heaving of Subgrade Filling in Seasonal Frozen Soil Area
p.783

Setting of Function Layer of Cement Concrete Pavement
p.788

Study on the Calculation Method of Light Shed on Rockfall Impact Protection
p.792

Study on the Influence of Asphalt Performance for Ultraviolet Aging
p.798

Sustainability Assessment on a Case Study of Using In Situ Cold Recycling Materials in Road Maintenance
p.802

The Dynamic Response of Large Longitudinal Slope of Asphalt Road Pavement under Heavy Impulsive Load
p.806

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Setting of Function Layer of Cement Concrete...

Setting of Function Layer of Cement Concrete Pavement

Abstract:

The paper seeks to analyze the necessity of setting functional layer between base and surface course of cement concrete pavement. Based on laboratory test, test device is developed to test accumulated deformation of the functional layer mixture. Use common mixture AC-16, AC-13, and AC-10 to analyze the increasing law of cumulative deformation of mixture. According to the results, 3.5mm is set as the maximum limits of accumulated deformation for function layer under specified test condition in this article, which provides theoretical reference for the pavement layer design of cement concretes.

You might also be interested in these eBooks

Civil, Structural and Environmental Engineering III

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

788-791

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.788

Citation:

Cite this paper

Online since:

December 2014

Authors:

Miao Hu, Mu Lian Zheng, Rui He*

Keywords:

Accumulated Deformation, Asphalt Mixture Design, Cement Concrete Pavement, Interlayer Function Layer, Transition Layer

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] ZHANG Hong-bo. Temperature stress analysis on lean concrete permeable base cement concrete pavement, master's degree thesis of Changsha University of Science and Technology, 2005. 4.

Google Scholar

[2] SUN Meng. The stress analysis for surface layer of cement conerete pavement with function layer [D]. Xi'an: Chang'an University. 2010. LIAN Xiang-dong, FU Xin, XIONG Rui, GUAN Bo-wen, CHEN Shuan-fa. Grey incidence analysis of dynamic response of cement concrete pavement with function layer [J]. Journal of Zhengzhou University (Engineering Science). 2011, 32(6): 13-17.

Google Scholar

[3] CAI Yan-xia, ZANG Zhi-shu, FU Xin. Grey incidence analysis of dynamic response of cement concrete pavement based on rigid base with function layer [J]. Journal of Highway and Transportation Research and Development. 2012, 29(11): 35-36.

Google Scholar

[4] XU Yan, SUN Lijun, LIU Liping. Research on asphalt mixture permanent deformation by single penetration repeated load test [J]. Journal of Tongji University (Natural Science). 2013, 41(8): 1203-1207.

Google Scholar