A new approach for determining resilient moduli of marginal pavement base materials using the staged repeated load CBR test method-Reference-Cited by-同舟云学术

A new approach for determining resilient moduli of marginal pavement base materials using the staged repeated load CBR test method

Published:2017-07-20 Issue:8 Volume:19 Page:1848-1867
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Haghighi Hamed¹,Arulrajah Arul¹,Mohammadinia Alireza²,Horpibulsuk Suksun¹³

Affiliation:

1. Department of Civil and Construction Engineering, Swinburne University of Technology, Hawthorn, Melbourne VIC3122, Australia

2. Department of Civil and Construction Engineering, The University of Melbourne, Melbourne VIC3122, Australia

3. School of Civil Engineering and Center of Excellence in Innovation for Sustainable Infrastructure Development, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand

Funder

Thailand Research Fund

Suranaree University of Technology

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2017.1352532

Reference19 articles.

1. Modulus of rupture evaluation of cement stabilized recycled glass/recycled concrete aggregate blends

2. Prediction of permanent deformation model parameters of unbound base course aggregates under repeated loading

3. Resilient behaviour of unbound granular materials through repeated load triaxial test: influence of the conditioning stress

4. Flexural beam fatigue strength evaluation of crushed brick as a supplementary material in cement stabilized recycled concrete aggregates

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