Experimental evaluation of the permanent strains of open-graded aggregate materials

Author:

Nguyen Tan Hung1ORCID,Ahn Jaehun1

Affiliation:

1. Department of Civil and Environmental Engineering, Pusan National University, Busan, South Korea

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Reference32 articles.

1. ARA, Inc., ERES Consultants Division. (2004). Guide for mechanistic–empirical design of new and rehabilitated pavement structures. Final Rep. (NCHRP Project 1-37A).

2. Effect of State of Stress on the Resilient Modulus of Base Layer Containing Reclaimed Asphalt Pavement

3. Application of excel solver for parameter estimation of the nonlinear Muskingum models

4. Barksdale, R. D., Itani, S. Y. & Swor, T. E. (1992). Evaluation of recycled concrete, open-graded aggregate, and large top-size aggregate bases. Transportation Research Record (1345).

5. BS EN 13286-7. (2004). Unbound and hydraulically bound mixtures–cyclic load triaxial test for Unbound Mixtures British Standard Institute, UK.

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