Development of cohesive-zone-based prediction model for reflective cracking in asphalt overlay-Reference-Cited by-同舟云学术

Development of cohesive-zone-based prediction model for reflective cracking in asphalt overlay

Published:2020-07-13 Issue: Volume: Page:1-10
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Rith Makara¹^ORCID,Lee Seung Woo¹^ORCID

Affiliation:

1. Department of Civil Engineering, Gangneung-Wonju National University, Gangneung-si, South Korea

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2020.1788028

Reference22 articles.

1. ABAQUS, 2011. User’s Manual.

2. ACPA, 2011. STATIC K-VALUE CALCULATOR [WWW Document]. Am. Concr. Pavement Assoc. URL http://apps.acpa.org/applibrary/KValue/.

3. Mechanism of overlay reinforcement to retard reflective cracking under moving vehicular loading

4. Dave, E. V., et al., 2007. Reflective and thermal cracking modeling of asphalt concrete overlays. In: Advanced characterisation of pavement and soil engineering materials – proceedings of the international conference on advanced characterisation of pavement and soil engineering materials.

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