Resilient and rutting response of unbound granular material and subgrade soil influenced by initial state and stress conditions-Reference-Cited by-同舟云学术

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Resilient and rutting response of unbound granular material and subgrade soil influenced by initial state and stress conditions

Published:2024-07-31 Issue: Volume: Page:1-33
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Dutta Troyee Tanu¹^ORCID,Tophel Amir²^ORCID,Kodikara Jayantha²^ORCID

Affiliation:

1. Department of Civil Engineering, Indian Institute of Technology Kharagpur, Kharagpur, India

2. ARC Industrial Transformation Research Hub (ITRH) – SPARC Hub, Dept. of Civil Engineering, Monash University, Melbourne, Australia

Funder

arc

Australian Research Council

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2024.2383942

Reference85 articles.

1. AASHTO T307. (2003). Standard method of test for determining the resilient modulus of soils and aggregate materials. American Association of State Highway and Transportation Officials, 99.

2. Implications of interparticle forces on resilient and shear modulus of unsaturated compacted kaolinite;Akin I. D.;Journal of Geotechnical and Geoenvironmental Engineering,2021

3. ASTM D2487-17. (2017). Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International. www.astm.org

4. Austroads. (2000). Commentary to AG:PT/T053 – determination of permanent deformation and resilient modulus characteristics of unbound granular materials under drained conditions. Austroads Ltd.

5. Austroads. (2017). Guide to pavement technology part 2. Pavement structural design. Austroads Ltd.

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