References
- American Association of State Highway and Transportation Officials. (1999). Determining the resilient modulus of soils and aggregate materials (AASHTO T 307).
- American Association of State Highway and Transportation Officials. (1999). Standard method of test for moisture-density relations of soils using a 2.5-kg (5.5-lb) rammer and a 305-mm (12-in.) drop (AASHTO T 180).
- American Society for Testing and Materials. (2006). Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine (ASTM C 131).
- American Society for Testing and Materials. (2011). Standard test methods for chemical analysis of limestone, quicklime, and hydrated lime (ASTM C 25).
- American Society for Testing and Materials. (2015). Standard test method for relative density (specific gravity) and absorption of coarse aggregate (ASTM C 127).
- Bozorgi, A. (2018). Understanding the role of morphology, mineralogy, and fabric on the resilient behavior of aggregate base course (PhD dissertation). North Carolina State University, Raleigh, NC, USA (158 pp.).
- Cetin, A., Kaya, Z., Cetin, B., & Aydilek, A. H. (2014). Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials. Road Materials and Pavement Design, 15(1), 220–235. doi: 10.1080/14680629.2013.869505
- Drnevich, V. P., Evans, A. C., & Prochaska, A. B. (2007). A study of effective soil compaction control of granular soils (Rep. No. FHWA/IN/JTRP-2007/12), Perdue University.
- Evans, T. M. (2005). Microscale physical and numerical investigations of shear banding in granular soils. Atlanta: Georgia Institute of Technology.
- Frost, J. D. (1989). Studies on the monotonic and cyclic behavior of sands (Doctoral dissertation). Purdue University, West Lafayette, IN, USA.
- Gates, L., Masad, E., Pyle, R., & Bushee, D. (2011). Aggregate imaging measurement system 2 (AIMS2) (Final Report: FHWA-HIF-11-030).
- Gu, F., Sahin, H., Luo, X., Luo, R., & Lytton, R. L. (2014). Estimation of resilient modulus of unbound aggregates using performance-related base course properties. Journals of Materials in Civil Engineering, 27(6), 04014188. doi: 10.1061/(ASCE)MT.1943-5533.0001147
- Henderson, R., Herrington, P., Patrick, J., Kathirgamanathan, P., & Cook, S. (2011). Analysis of particle orientation in compacted unbound aggregate. Road Materials and Pavement Design, 12(1), 115–127. doi: 10.1080/14680629.2011.9690355
- Hoff, I., Bakokk, L. J., & Aurstad, J. (2004). Influence of laboratory compaction method on unbound granular materials. Proceedings for the 6th international symposium on Pavements Unbound (UNBAR 6), 6–8.
- Ibrahim, A. A., & Kagawa, T. (1991). Microscopic measurement of sand fabric from cyclic tests causing liquefaction. Geotechnical Testing Journal, 14(4), 371–382. doi: 10.1520/GTJ10205J
- Ismail, M., Joer, H., Randolph, M., & Meritt, A. (2002). Cementation of porous materials using calcite. Geotechnique, 52(5), 313–324. doi: 10.1680/geot.52.5.313.38709
- Mahmood, A., Mitchell, J. K., & Lindblom, U. (1976). Effect of specimen preparation method on grain arrangement and compressibility in sand (Soil Specimen Preparation for Laboratory Testing, ASTM STP 599, pp. 169–192). West Conshohocken, PA: American Society for Testing and Materials.
- Mahmoud, E., Kutay, E., & Bahia, H. (2010). Image Processing & Analysis System (iPas). Standard method for determining aggregate structure in asphalt mixes by means of planar imaging-Draft procedure. Retrieved from http://uwmarc.wisc.edu/ipas-software-package
- Mitchell, J. K., & Soga, K. (2005). Fundamentals of soil behavior. New York, NY: Wiley.
- Oda, M. (1972). Initial fabrics and their relations to mechanical properties of granular material. Soils and Foundations, 12(1), 17–36. doi: 10.3208/sandf1960.12.17
- Shahin, A. W. (2010). Investigation of the variability in the results of the NZ vibrating hammer compaction test. Auckland: The University of Auckland.
- Yideti, T. F., Birgisson, B., Jelagin, D., & Guarin, A. (2014). Packing theory-based framework for evaluating resilient modulus of unbound granular materials. International Journal of Pavement Engineering, 15(8), 689–697. doi: 10.1080/10298436.2013.857772
- Yimsiri, S., & Soga, K. (2011). Effects of soil fabric on behaviors of granular soils: Microscopic modeling. Computers and Geotechnics, 38(7), 861–874. doi: 10.1016/j.compgeo.2011.06.006