Evaluation of Cracking Resistance Potential of Geosynthetic-Reinforced Asphalt Specimens Using Cross-Shear Test-Reference-Cited by-同舟云学术

Evaluation of Cracking Resistance Potential of Geosynthetic-Reinforced Asphalt Specimens Using Cross-Shear Test

Published:2023-06-13 Issue: Volume: Page:
ISSN:
Container-title:Airfield and Highway Pavements 2023
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Author:

Saxena Ashray¹²³⁴,Kumar V. Vinay¹²³⁴,Correia Natalia S.¹²³⁴,Zornberg Jorge G.¹²³⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX.

2. Postdoctoral Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX.

3. Associate Professor, Dept. of Civil Engineering, Federal Univ. of Sao Carlos, Sao Carlos, Sao Paulo, Brazil.

4. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, Austin, TX.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484890.019

Reference31 articles.

1. ASTM. ASTM D92. (2018). Standard test method for flash and fire points by Cleveland open cup tester. American Society for Testing and Materials, West Conshohocken, PA 19428-2959, United States.

2. Button, J. W., and Lytton, R. L. (1987). Evaluation of fabrics, fibers and grids in overlays. In International conference on the structural design.

3. Mechanical response of flexible pavements enhanced with geogrid-reinforced asphalt overlays

4. Effect of binder rates and geogrid characteristics on the shear bond strength of reinforced asphalt interfaces

5. Investigations on interlayer shear strength characteristics of geosynthetic-reinforced asphalt overlay sections at Salvador International Airport;Correia N. S.;Road Materials and Pavement Design,2022

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