Using Artificial Neural Networks to Predict the Cracking Resistance Change Due to Asphalt Binder Content Variation-Reference-Cited by-同舟云学术

Using Artificial Neural Networks to Predict the Cracking Resistance Change Due to Asphalt Binder Content Variation

Published:2023-04 Issue:4 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Husain Syed Faizan¹,Nazzal Munir D.²^ORCID,Manasreh Dmitry³,Abbas Ala⁴,Quasem Tanvir⁵,Mansour Mustafa⁵

Affiliation:

1. Formerly, Graduate Research Assistant, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH 45221.

2. Professor, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH 45221 (corresponding author). ORCID: .

3. Graduate Research Assistant, Dept. of Civil and Architectural Engineering and Construction Management, Univ. of Cincinnati, Cincinnati, OH 45221.

4. Professor, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325.

5. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Akron, Akron, OH 44325.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004653

Reference21 articles.

1. Predicting fatigue performance of hot mix asphalt using artificial neural networks

2. Al-Qadi, I., H. Ozer, J. Lambros, D. Lippert, A. El Khatib, T. Khan, P. Singh, and J. J. Rivera-Perez. 2015. Testing protocols to ensure mix performance w/ High RAP and RAS. Rantoul, IL: Illinois Center for Transportation.

3. Influence of Production Considerations on Balanced Mixture Designs

4. Evaluation of Fatigue Life of Asphalt Concrete Mixtures with Reclaimed Asphalt Pavement

5. Modeling and evaluation of the cracking resistance of asphalt mixtures using the semi-circular bending test at intermediate temperatures

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