Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements

Author:

Zhalehjoo Negin1,Bodin Didier2,Jameson Geoffrey2,Papacostas Andrew3,Guppy Ross4

Affiliation:

1. Safer Smarter Infrastructure, Australian Road Research Board, 80a Turner St., Port Melbourne, VIC 3207, Australia (Corresponding author), e-mail: negin.zhalehjoo@arrb.com.au, https://orcid.org/0000-0001-8178-211X

2. Safer Smarter Infrastructure, Australian Road Research Board, 80a Turner St., Port Melbourne, VIC 3207, Australia, https://orcid.org/0000-0002-7314-6006 (D.B.)

3. Assets & Engineering Division, Department of Transport and Planning Victoria, 110 Maroondah Hwy., Ringwood, VIC 3134, Australia

4. Transport Infrastructure Program Manager, Austroads Ltd., Level 9, 570 George St., Sydney NSW 2000, Australia, https://orcid.org/0000-0002-4584-6443

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference31 articles.

1. Asphalt Academy. 2002. The Design and Use of Foamed Bitumen Treated Materials, Interim Technical Guideline TG2. Pretoria, South Africa: Asphalt Academy.

2. Austroads. 2016. Characterisation of Flexural Stiffness and Fatigue Performance of Bituminous Mixes. AGPT-T274-16. Sydney, Australia: Austroads.

3. Austroads. 2017a. Determining the Foaming Characteristics of Bitumen. AGPT-T301-17. Sydney, Australia: Austroads.

4. Austroads. 2017b. Mixing of Foamed Bitumen Stabilised Materials. AGPT-T302-17. Sydney, Australia: Austroads.

5. Austroads. 2017c. Guide to Pavement Technology Part 2: Pavement Structural Design (Edition 4.3). AGPT02-17. Sydney, Australia: Austroads.

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