Characteristic of unbound granular materials and subgrades based on multi stage RLT testing

Author:

Erlingsson Sigurdur,Rahman Shafiqur,Salour FarhadORCID

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference67 articles.

1. Andrei D. Development of a predictive model for the resilient modulus of unbound materials. Doctoral thesis. Arizona State University, USA; 2003.

2. ARA. Guide for the mechanistic empirical design of new and rehabilitated pavement structures, final report, NCHRP1-37A, transportation board of the national academies, Washington D.C.; 2004

3. Araya AA. Characterization of unbound granular materials for pavements. Doctoral thesis. Delft University of Technology, The Netherlands; 2011.

4. Arnold GK. Rutting of granular pavements. Thesis (PhD). University of Nottingham, England; 2004.

5. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base;Bilodeau;Int J Pavement Eng,2011

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