Geotechnics for Sustainable Infrastructure Development pp 1241-1244 | Cite as
Experimental Analysis of Resilient Modulus of Open-Graded Aggregate Material
This paper investigated the resilient modulus of open-graded aggregate material with repeated-load triaxial test according to American Association of State Highway and Transportation T307. The results were modelled with k-θ constitutive model to determine the material parameters. Open-graded aggregate material with nominal maximum aggregate size of 25 and 40 mm was used in this study. Specimens were fabricated with vibratory compaction at room condition and accounted for similar with dry density, compaction energy and test condition. The results show that gradation significantly affects to the resilient modulus of open-graded aggregate material. Specimen with larger nominal maximum aggregate size yields higher resilient modulus than the smaller one.
Keywordsresilient modulus open-graded aggregate materials triaxial test
Unable to display preview. Download preview PDF.
The authors would like to thank the Ministry of Land, Infrastructure, and Transport of Korean government for the grant from Technology Advancement Research Program (grant no. 19CTAP-C152124-01) and Basic Science Research Program (grant no. 2017R1D1A3B03034563) through the National Research Foundation of Korea (NRF) funded by the Ministry of Education.
- Barskale, R. D., and Itani, S. Y. (1989). Influence of aggregate shape on base behavior. Transportation research record (1227).Google Scholar
- Bennert, T., and Maher, A. (2005). The development of a performance specification for granular base and subbase material. Retrieved from Cooper Technology Company. (2015). Retrieved from https://www.cooper.co.uk/shop/asphalttesting/triaxial-system-plus/
- Huang, Y.H. (2004). Pavement design and analysis: Pearson/Prentice Hall.Google Scholar
- MTS Landmark® Testing Solutions (2015). Retrieved from https://www.mts.com/cs/groups/public/documents/library/dev_004324.pdf
- Thompson, M.R., and Robnett, Q.L. (1976). Resilient properties of subgrade soils. Retrieved fromGoogle Scholar
- Witczak, M. (2003). NCHRP 1-28A: Harmonized test method for laboratory determination of resilient modulus for flexible pavement design. Final Report. TRB, National Research Council, Washington, DC.Google Scholar