Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests-Reference-Cited by-同舟云学术

Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests

Published:2018-07-23 Issue:2 Volume:21 Page:434-451
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Han-Cheng Dan¹^ORCID,Lin-Hua He²,Lian-Heng Zhao¹

Affiliation:

1. School of Civil Engineering, Central South University, Changsha, Hunan 410075, People’s Republic of China

2. Central South University, Changsha, Hunan 410075, People’s Republic of China

Funder

the National Natural Science Foundation of China

Hunan Transportation Science and Technology Foundation of China

the Fundamental Research Funds for the Central Universities of Central South University

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2018.1500300

Reference34 articles.

1. AASHTO. (2003). Determining the resilient modulus of soils and aggregate materials. In Standard specifications for transportation materials and methods of sampling and testing (20th ed.). Washington, DC: American Association of State and Highway Transportation Officials.

2. Barksdale, R. D., Alba, J., Khosla, N. P., Kim, R., Lambe, P. C. & Rahman, M. S. (1997). Laboratory determination of resilient modulus for flexible pavement design: Final report (NCHRP Web Document 14). Washington, DC: National Cooperative Highway Research Program, Transportation Research Board, National Research Council.

3. Bilodeau, J.P. (2009). Optimisation de la granulométrie des matériaux granulaires de foundation des chausses (PhD dissertation). Laval University, Québec, Québec, Canada.

4. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base

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