Experimental Analysis of Interface Shear Fatigue Performance of Ultra-Thin Whitetopping-Reference-Cited by-同舟云学术

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Experimental Analysis of Interface Shear Fatigue Performance of Ultra-Thin Whitetopping

Published:2017-08-24 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2017
language:
Short-container-title:

Author:

Jayakesh K.¹²,Suresha S. N.¹²

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangaluru, Karnataka 575025, India.

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangaluru, Karnataka 575025, India.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784480939.025

Reference22 articles.

1. Bissonnette B. Courard L. Fowler D. W. and Granju J. L. (Eds.). (2011). "Bonded Cement-Based Material Overlays for the Repair the Lining Or the Strengthening of Slabs Or Pavements." State-of-the-Art Report of the RILEM Technical Committee 193-RLS (Vol. 3).

2. Advanced testing and characterization of interlayer shear resistance;Canestrari F.;J. Transp. Res. Board.,2005

3. Chul S. Dongho K. and Moon W. (2008). "Development of the thickness design for concrete pavement overlays over existing asphalt pavement structures." Rep. No. FHWA/TX-09/ 0-5482-2 Texas Department of Transportation.

4. Chunhua H. (2005). "Synthesis of current minnesota practices of thin and ultra-thin whitetopping." Rep. No. MN/RC-2005-27 Minnesota Department of Transportation.

5. Shear bond strength between asphalt layers for laboratory prepared samples and field cores;Collop A.C.;J. Const. Build. Mat.,2009

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