Influence of laboratory compaction method on mechanical and hydraulic characteristics of unbound granular base materials

References

• AASHTO T84. (2010). Specific gravity and absorption of fine aggregate. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO T85. (2010). Specific gravity and absorption of coarse aggregate. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO T193. (2010). Standard method of test for the California bearing ratio. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO T307. (2007). Determining the resilient modulus of soils and aggregate materials. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• ASTM C127. (2012). Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate. West Conshohocken, PA.
   Google Scholar
• ASTM C128. (2012). Standard test method for density, relative density (specific gravity), and absorption of fine aggregate. West Conshohocken, PA.
   Google Scholar
• ASTM D1557. (2012). Standard test methods for laboratory compaction characteristics of soil using modified effort. West Conshohocken, PA
   Google Scholar
• ASTM D1883. (2007). Standard test method for CBR (California bearing ratio) of laboratory-compacted soils. West Conshohocken, PA.
   Google Scholar
• ASTM D2434. (2006). Standard test method for permeability of granular soils (constant head). West Conshohocken, PA.
   Google Scholar
• ASTM D4318. (2010). Standard test methods for liquid limit, plastic limit, and plasticity index of soils. West Conshohocken, PA.
   Google Scholar
• ASTM D7382. (2008). Standard test methods for determination of maximum dry unit weight and water content range for effective compaction of granular soils using a vibrating hammer. West Conshohocken, PA.
   Google Scholar
• Bennert, T., & Maher, A. (2005). The development of a performance specification for granular base and subbase material (Report FHWA-NJ-2005-003). New Jersey, NJ: Department of Transportation, pp. 55.
   Google Scholar
• Berthelot, C., Podborochynski, D., Marjerison, B., & Gerbrandt, R. (2009). Saskatchewan field case study of trixial frequency sweep characterization to predict failure of a granular base across increasing fines content and traffic speed applications. Journal of Transportation Engineering, ASCE 135 (11), 907–914. doi: 10.1061/(ASCE)TE.1943-5436.0000054
   Google Scholar
• Bilodeau, J.-P., Dore, G., & Pierre, P. (2007). Erosion susceptibility of granular pavement materials. International Journal of Pavement Engineering 8 (1), 55–66. doi: 10.1080/10298430600758980
   Google Scholar
• Bilodeau, J.-P., Dore, G., & Pierre, P. (2008). Gradation influence on frost susceptibility of base granular materials. International Journal of Pavement Engineering 9 (6), pp. 397–411. doi: 10.1080/10298430802279819
   Google Scholar
• Cetin, B., Aydilek, A. H., & Guney, Y. (2010). Stabilization of recycled base materials with high carbon fly ash. Resources, Conservation and Recycling 54, 879–892. doi: 10.1016/j.resconrec.2010.01.007
   Web of Science ®Google Scholar
• Dawson, A. R., & Itani, S. Y. (1996). Mechanical characteristics of unbound granular materials as a function of condition. In A. G. Correia (Ed.), Flexible Pavements Proceedings, Europe Symposium Euroflex 1993 (pp. 35–44). Rotterdam, The Netherlands: Balkema.
   Google Scholar
• Erlingsson, S. (2007). On forecasting the resilient modulus from the CBR value of granular base. Road Materials and Pavement Design 8 (4), 783–797. doi: 10.1080/14680629.2007.9690099
   Web of Science ®Google Scholar
• Federal Highway Administration. (1992). Drainable Pavement Systems, Participant's Notebook. Washington, DC: Office of Technology Applications and Office of Engineering.
   Google Scholar
• Heukelom, W., & Foster C. R. (1962). Dynamic testing of pavements. Transaction of the American Society of Civil Engineers 127 (1), 425–450.
   Google Scholar
• Hoff, I., Bakløkk, L., & Aurstad, J. (2004). Influence of laboratory compaction method on unbound granular materials. Proceedings for the 6th international symposium on pavements unbound (UNBAR 6) (pp. 6–8), Nottingham, England. CD-ROM.
   Google Scholar
• Holtz, R. D., & Kovacs, W. D. (1981). An introduction to geotechnical engineering. Englewood Cliffs, NJ: Prentice-Hall.
   Google Scholar
• Green, J. L., & Hall, J. W., Jr., (1975). Nondestructive vibratory testing of airport pavements: Experimental test results and development of evaluation methodology and procedure (Report No. FAA-RD-73-205). Vol. 1, Washington, DC: Federal Aviation Administration.
   Google Scholar
• Hardin, B. O. (1985). Crushing of soil particles. Journal of Geotechnical Engineering-ASCE 111, (10), 1177–1192. doi: 10.1061/(ASCE)0733-9410(1985)111:10(1177)
   Google Scholar
• Huang, Y. H. (1993). Pavement Design and Analysis. New Jersey: Prentice-Hall.
   Google Scholar
• Khogali, W. E., & Mohamed, E. H. H. (2004). Novel approach for characterization of unbound materials. Transportation Research Record ,1874, 38–46.
   Google Scholar
• Kutay, M. E., Aydilek, A. H., Masad, E., & Harman, T. (2007). Computational and experimental evaluation of hydraulic conductivity anisotropy in hot mix asphalt. International Journal of Pavement Engineering 8 (1), 29–43. doi: 10.1080/10298430600819147
   Google Scholar
• Lekarp, F., Isaacson, U., & Dawson, A. (2000). State of the art: I: Permanent strain response of unbound aggregates. Journal of Transportation Engineering, ASCE 126 (1), 66–75. doi: 10.1061/(ASCE)0733-947X(2000)126:1(66)
   Web of Science ®Google Scholar
• Lister, N. W., & Powell, D. (1987). Design practices for pavements in the United Kingdom. Proceedings 6th international conference on the structure design of asphalt pavements, Ann Harbor, MI.
   Google Scholar
• Mamlouk, M. S., & Zaniewski, J. P. (2011). Materials for civil and construction engineers (3rd ed.). Upper Saddle River, NJ: Prentice-Hall.
   Google Scholar
• Mishra, D., & Tutumluer, E. (2012). Aggregate physical properties affecting modulus and deformation characteristics of unsurfaced pavements. Journal of Materials in Civil Engineering, ASCE, 24 (9), 1144–1152. doi: 10.1061/(ASCE)MT.1943-5533.0000498
   Web of Science ®Google Scholar
• Mohammad, L. N., Herath, A., Rasoulian, M., & Zhongjie, Z. (2006). Laboratory evaluation of untreated and treated pavement base materials repeated load permanent deformation test. Transportation Research Record, 1967, 78–88.
   Google Scholar
• NCHRP (1998). Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design (Project Report NCHRP 1-28A), Washington, DC.
   Google Scholar
• Puppala, A. J. (2008). Estimating stiffness of subgrade and unbound materials for pavement design (NCHRP Synthesis 382, TRB), Washington, DC: National Research Council.
   Google Scholar
• Siswosoebrotho, B. I., Widodo, P., & Augusta, E. (2005). The influence of fines content and plasticity on the strength and permeability of aggregate for base course material. In K. Satoh (Ed.), Proceedings of the Eastern Asia society for transportation studies, Bangkok, Thailand, September 21–24 (pp. 845–856). Association for Planning Transportation Studies.
   Google Scholar
• Stolle, D., Guo, P., & Liu, Y. (2009). Resilient modulus properties of granular highway materials. Canadian Journal of Civil Engineering 36, 639–654. doi: 10.1139/L08-141
   Web of Science ®Google Scholar
• Taamneh, M. M., Liang, R. Y., & Rabab'ah, S. (2011). Numerical investigation of subsurface drainage in flexible pavement. Proceedings of the transportation research board 90th annual meeting (pp. 23–27). Washington, DC.
   Google Scholar
• Taha, R., Al-Harthy, A., Al-Shamsi, K., & Al-Zubeidi, M. (2002). Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases. Journal of Materials in Civil Engineering, ASCE,14 (3), 239–245. doi: 10.1061/(ASCE)0899-1561(2002)14:3(239)
   Web of Science ®Google Scholar
• Tao, M., & Abu-Farsakh, M. Y. (2008). Effect of drainage in unbound aggregate bases on flexible pavement performance (Report FHWA/LA.07/429), Louisiana Transportation Research Center, p. 48.
   Google Scholar
• Thom, N. H., & Brown, S. F. (1988). The effect of grading and density on the mechanical properties of a crushed dolomite limestone. Proceedings of the 14th ARRB conference, Canberra, Australia: ARRB Transportation Research, Part 7, 94–100.
   Google Scholar
• Tian, P., Zaman, M. M., & Laguros, J. G. (1998). Gradation and moisture effects on resilient moduli of aggregate bases. Transportation Research Record 1619, Washington, DC: National Research Council, pp. 75–84.
   Google Scholar
• Tutumluer, E., & Pan, T. (2008). Aggregate morphology affecting strength and permanent deformation behavior of unbound aggregate materials. Journal of Materials in Civil Engineering, ASCE 20 (9), 617–627. doi: 10.1061/(ASCE)0899-1561(2008)20:9(617)
   Web of Science ®Google Scholar
• Uthus, L., Hermansson Å., Horvli, I., & Hoff, I. (2006). A study on the influence of water and fines on the deformation properties and frost heave of unbound aggregates. Proceedings for the 13th international conference on cold regions engineering, Maine, USA. CD ROM Proceeding, July 23–26, 2006.
   Google Scholar
• Uzan, J. (1985). Characterization of granular materials. Transportation Research Record: Journal of the Transportation Research Board, 1022, 52–59.
   Google Scholar
• Witczak, M. W., & Uzan, J. (1988). The universal airport pavement design system, Report I of V: Granular materials characterization. College Park, MD: University of Maryland.
   Google Scholar
• Witczak, M. W. Qi, Z., & Mirza, M. W. (1995). Use of nonlinear subgrade modulus in AASHTO design procedure. Journal of Transportation Engineering 121 (3), 273–282. doi: 10.1061/(ASCE)0733-947X(1995)121:3(273)
   Web of Science ®Google Scholar
• Xiao, Y., Tutumluer, E., & Siekmeier, J. (2011). Resilient modulus behavior estimated from aggregate source properties. Proceedings of Geo-Frontiers, Dallas, TX, March 2011, p. 9. CD-Rom.
   Google Scholar
• Yuanjie, X., Tutumluer, E., Qian, Y., & Siekmeier, J. A. (2012). Gradation effects influencing mechanical properties of aggregate base-granular subbase materials in Minnesota. Journal of the Transportation Research Board, 2267, pp. 14–26.
   Google Scholar