Research on Sliding Layer of Cross-Tensioned Prestressed Concrete Pavement

De Chen; Sen Han; Cheng Ling; Dong Sheng Zhang; Fu Yang Guan

doi:10.4028/www.scientific.net/AMR.1004-1005.1486

Paper Titles

Field Experiment Study of the Semi-Rigid Base on Port Reinforced with Glass Fiber Geogrid
p.1468

Flexural Behavior Finite Element Analysis of CFRP Reinforced Concrete Bridge Deck with Corrosion and Salt Resistance
p.1474

Micro-Macro Material Performance Tests of One Attacked Building Foundation
p.1478

PEG Molecular Weight Effects on Physical and Mechanical Properties of ETICS Plaster, Hardening at Lowered Positive and Small Negative Temperatures
p.1482

Research on Sliding Layer of Cross-Tensioned Prestressed Concrete Pavement
p.1486

Aerated Concrete Block Filler Wall Construction Technology and Quality Control of Preventive Measures
p.1492

Comparison of the Effectiveness of Fine Mineral Fillers in Cement-Based Tile Adhesives
p.1496

Development of Load-Bearing Thermal Insulation Recycled Concrete Block and Research on its Thermal Performance
p.1503

Experimental Study of the Effect of Early Strength Admixture on Cement Stabilized Macadam Material
p.1508

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1004-1005Research on Sliding Layer of Cross-Tensioned...

Research on Sliding Layer of Cross-Tensioned Prestressed Concrete Pavement

Abstract:

A coefficient of friction tester (CFT) for the cross-tensioned prestressed concrete pavement (CTCP) sliding layer was designed and developed basing on the Amonton law. The CFT can obtain precise values of the CTCP sliding layer coefficient of friction. Meanwhile, the sand and polyethylene plastic film (SPPF) sliding layer which has already been used in CTCP experimental road was tested using the CFT. The best testing speed (1mm/min) for CFT was obtained with applying regression analysis method to the results. The optimum material parameters for the SPPF are the combination of 2.6 fineness modulus of sand, 10mm thickness of sliding layer, and 3 μm thickness of polyethylene plastic film (PPF). The optimum materials combination of the SPPF provides minimum coefficient of friction to the CTCP sliding layer which can reduce the stress and deformation of the CTCP slab.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 1004-1005)

Pages:

1486-1491

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1004-1005.1486

Citation:

Cite this paper

Online since:

August 2014

Authors:

De Chen*, Sen Han, Cheng Ling, Dong Sheng Zhang, Fu Yang Guan

Keywords:

Cross-Tensioned Prestressed Concrete Pavement, Friction Coefficient (FC), Highway Engineering, Sliding Layer

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] N. Li, The Study of the Cross-tensioned Prestressed Concrete Pavement [D]". Chang, an University, 2011. (in Chinese).

Google Scholar

[2] K. W. Anderson, T. Sexton, J. S. Uhlmeyer, et al, Concrete Pavement Noise,. Washington State Department of Transportation, WA-RD 814. 1, July (2013).

Google Scholar

[3] L. S. Li, Application of sliding technology in rural masonry building structure [D],. Chongqing Jiaotong University, 2011. (in Chinese).

Google Scholar

[4] K. Zhao, Application of asphalt block sliding layer in composite wall panels [J],. Coal Science and Technology, 2000, 1(1): 12-14. (in Chinese).

Google Scholar

[5] T. B. Zhao, B. Niu, S. T. Hu, et al, Experimental study on the performance of non-ballasted track sliding layer CRTS Ⅱ Slab [J],. Construction Technology, 2011, 5(1): 45-47. (in Chinese).

Google Scholar

[6] ACI Committee 325 (1988), Recommendations for Designing Prestressed Concrete Pavements,. ACI Structural Journal, July-August 1988, pp.451-471.

DOI: 10.14359/2746

Google Scholar

[7] S. Z. Wen, Tribology Principle [M],. Beijing: Tsinghua University Press, 1990. (in Chinese).

Google Scholar

[8] H. Hossein, A. T. Somayeh, A. Ghafour. Grey Relational Analysis to Determine the Optimum Process Parameters for Open-End Spinning Yarns,. Journal of Engineered Fibers and Fabrics, (2012).

DOI: 10.1177/155892501200700212

Google Scholar