Destructive and non-destructive determination of resilient modulus of hot mix asphalt under different environmental conditions-Reference-Cited by-同舟云学术

Destructive and non-destructive determination of resilient modulus of hot mix asphalt under different environmental conditions

Published:2014-10-10 Issue:10 Volume:16 Page:857-867
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Jimoh Y.A.,Itiola Idowu Oluwabunmi,Afolabi A.A.

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

http://www.tandfonline.com/doi/pdf/10.1080/10298436.2014.964235

Reference35 articles.

1. AASHTO TP4, 2000. Method of preparing and determining the density of hot mix asphalt. Washington, DC: AASHTO Standard. Available from: www.aashto.org.

2. Anderson, M., 2002. Test to assess the potential for moisture damage in asphalt mixtures. Houston, TX: Asphalt Institute Spring Meeting Report.

3. Arizona Department of Transportation, 2006. Use of NDT equipment for construction quality control of hot mix asphalt pavements. Phoenix: Arizona Department of Transportation, Research Report 574.

4. ASTM C215, 2008. Standard test for fundamental transverse longitudinal and torsional frequencies of concrete specimen. West Conshohocken, PA: ASTM Standard. Available from: www.astm.org.

Cited by 5 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Influence of Seed Layer Moduli on Backcalculation Procedure and on Overlay Design of Flexible Pavements;Transportation Research Record: Journal of the Transportation Research Board;2022-03-01

2. Evaluation for Structural Integrity of Waste Plastic Cup Modified Bituminous Mix by Microchemical Analysis;IOP Conference Series: Materials Science and Engineering;2020-04-01

3. Performance assessment of SVM-based classification techniques for the detection of artificial debondings within pavement structures from stepped-frequency A-scan radar data;NDT & E International;2019-10

4. Simplified empirical approach for predicting the remaining strength factor used in pavement rehabilitation applications;Cogent Engineering;2019-01-01

5. Empirical-Markovian model for predicting the overlay design thickness for asphalt concrete pavement;Road Materials and Pavement Design;2017-06-13