Climatic effect on resilient modulus of recycled unbound aggregates

References

• Akisetty, C. K., Lee, S.-J., & Amirkhanian, S. N. (2009). Effects of compaction temperature on volumetric properties of rubberized mixes containing warm-mix additives. Journal of Materials in Civil Engineering, ASCE, 21(8), 409–415. doi: 10.1061/(ASCE)0899-1561(2009)21:8(409)
   Web of Science ®Google Scholar
• Alonso, E. S., Zamanillo, A. V., & Fresno, D. C. (2012). Effect of type of compaction on mechanical properties in warm-mix asphalts. Journal of Materials in Civil Engineering, ASCE, 24(8), 1043–1049. doi: 10.1061/(ASCE)MT.1943-5533.0000475
   Web of Science ®Google Scholar
• American Society for Testing and Materials (ASTM). (2009). Standard viscosity-temperature charts for asphalts. Designation D 2493-09, Philadelphia, PA.
   Google Scholar
• ARA, Inc., ERES Consultants Division. (2004). Guide for mechanistic–empirical design of new and rehabilitated pavement structures (Final report, NCHRP Project 1–37A). Washington, D.C.: Transportation Research Board of the National Academies. Retrieved from http://www.trb.org/mepdg/guide.htmhttp://www.trb.org/mepdg/guide.htm
   Google Scholar
• Arm, M. (2001). Self-cementing properties of crushed demolished concrete in unbound layers: Results from triaxial tests and field tests. Waste Management, 21, 235–239. doi: 10.1016/S0956-053X(00)00095-7
   PubMed Web of Science ®Google Scholar
• Azari, H., McCuen, R. H., & Stuart, K. D. (2003). Optimum compaction temperature for modified binders. Journal of Transportation Engineering, ASCE, 129(5), 531–537. doi: 10.1061/(ASCE)0733-947X(2003)129:5(531)
   Web of Science ®Google Scholar
• Backcalculation Software MODULUS, Version 6.0. (2005). College Station, TX: Texas Transportation Institute, Texas Department of Transportation.
   Google Scholar
• Bennert, T., Papp, W. J. Jr., Maher, A., & Gucunski, N. (2000). Utilization of construction and demolition debris under traffic-type loading in base and subbase applications. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC. 1714, 33–39. doi: 10.3141/1714-05
   Web of Science ®Google Scholar
• Bozyurt, O., Keene, A. K., Tinjum, J. M., Edil, T. B., & Fratta, D. (2013). Freeze-thaw effects on stiffness of unbound recycled road base. Mechanical Properties of Frozen Soils, ASTM STP 1568, 1–19.
   Google Scholar
• Bozyurt, O., Tinjum, J. M., Son, Y. H., Edil, T. B. & Benson, C. H. (2012). Resilient modulus of recycled asphalt pavement and recycled concrete aggregate. Geo-Congress 2012, ASCE, GSP No. 225, Oakland, CA, 3901–3910.
   Google Scholar
• Camargo, F., Benson, C., & Edil, T. (2012). An assessment of resilient modulus testing: Internal and external deflection measurements. Geotechnical Testing Journal, 45(6), 837–844.
   Google Scholar
• Cao, L., Dong, L., & Sun, L. (2009). Permanent deformation characteristic of asphalt mixture considering pavement temperature distribution. In Proc. 9th Int. Conf. Chinese Trans. Prof. (ICCTP), Critical Issues in Transportation Systems Planning, Development, and Management, ASCE, August 5–9, Harbin, China.
   Google Scholar
• Chini, A. R., Kuo, S.-S., Armaghani, J. M., & Duxbury, J. P. (2001). Test of recycled concrete aggregatenin accelerated test track. Journal of Transportation Engineering, 127, 486–492. doi: 10.1061/(ASCE)0733-947X(2001)127:6(486)
   Web of Science ®Google Scholar
• Edil, T. B., Tinjum, J. A., & Benson, C. H. (2012). Recycled unbound materials. Minnesota Department of Transportation, Report No. MN/RC 2012–35. Retrieved from http://www.dot.state.mn.us/research/TS/2012/201235.pdf
   Google Scholar
• FHWA. (2008). User guideline for byproducts and secondary use materials in pavement construction (Publication FHWA-RD-97-148). FHWA, U.S. Department of Transportation.
   Google Scholar
• Fox, P. J., & Edil, T. B. (1996). Effects of stress and temperature on secondary compression of peat. Canadian Geotechnical Journal, 33, 405–415. doi: 10.1139/t96-062
   Web of Science ®Google Scholar
• Fu, P., & Harvey, J. T. (2007). Temperature sensitivity of foamed asphalt mix stiffness: Field and lab study. International Journal of Pavement Engineering, 8(2), 137–145. doi: 10.1080/10298430601149486
   Google Scholar
• Gokce, A., Nagataki, S., Saeki, T., & Hisada, M. (2011). Identification of frost-susceptible recycled concrete aggregates for durability of concrete. Construction and Building Materials, 25, 2426–2431. doi: 10.1016/j.conbuildmat.2010.11.054
   Web of Science ®Google Scholar
• Graham, J., & Au, V. (1985). Effects of freeze-thaw and softening on a natural clay at low stresses. Canadian Geotechnical Journal, 22(1), 69–78. doi: 10.1139/t85-007
   Web of Science ®Google Scholar
• Guthrie, S. W., Cooley, D., & Eggett, D. L. (2007). Effects of reclaimed asphalt pavement on mechanical properties of base materials. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 2005, 44–52. doi: 10.3141/2005-06
   Web of Science ®Google Scholar
• Hanson, J., Edil, T., & Fox, P. (2001). Stress-temperature effects on peat compression. Soft Ground Technology, 331–345. doi:doi:10.1061/40552(301)26
   Google Scholar
• Houston, S. L., Houston, W. N., & Williams, N. D. (1985). Thermo-mechanical behavior of seafloor sediments. Journal of Geotechnical Engineering, ASCE, 111, 1249–1263. doi: 10.1061/(ASCE)0733-9410(1985)111:11(1249)
   Google Scholar
• Huang, Y. (2004). Pavement analysis and design. 2nd ed. Upper Saddle River, NJ: Prentice-Hall.
   Google Scholar
• Johanneck, L., & Khazanovich, L. (2010). Comprehensive evaluation of effect of climate in mechanistic–empirical pavement design guide predictions. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 2170, 45–55. doi: 10.3141/2170-06
   Google Scholar
• Johnson, A., Clyne, T. R., & Worel, B. J. (2009). 2008 MnROAD phase II construction report. Maplewood, MN: Minnesota Department of Transportation.
   Google Scholar
• Juan, M. S., & Gutierrez, P. A. (2009). Study on the influence of attached mortar content on the properties of recycled concrete aggregate. Construction and Building Materials, 23, 872–877. doi: 10.1016/j.conbuildmat.2008.04.012
   Web of Science ®Google Scholar
• Kim, W., Labuz, J. F., & Dai, S. (2007). Resilient modulus of base course containing recycled asphalt pavement. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 2005, 27–35. doi: 10.3141/2005-04
   Web of Science ®Google Scholar
• Kuo, S.-S., Mahgoub, H. S., & Nazef, A. (2002). Investigation of recycled concrete made with limestone aggregate for a base course in flexible pavement. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 1787, 99–108. doi: 10.3141/1787-11
   Google Scholar
• Lee, J. C., Edil, T. B., Benson, C. H., & Tinjum, J. M. (2011). Evaluation of variables affecting sustainable highway design with BE2ST-in-Highways system. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 2233, 178–186. doi: 10.3141/2233-21
   Web of Science ®Google Scholar
• Lee, J. C., Edil, T. B., Benson, C. H., & Tinjum, J. M. (2013). Building environmentally and economically sustainable transportation infrastructure: Green highway rating system. Journal of Construction Engineering and Management, ASCE, 139(12), A4013006. doi: 10.1061/(ASCE)CO.1943-7862.0000742
   Google Scholar
• Lee, S. J., Amirkhanian, S. N., Putman, B. J., & Kim, K. W. (2007). Laboratory study of the effects of compaction on the volumetric and rutting properties of CRM asphalt mixtures. Journal of Materials in Civil Engineering, ASCE, 19(12), 1079–1089. doi: 10.1061/(ASCE)0899-1561(2007)19:12(1079)
   Web of Science ®Google Scholar
• Lee, S. J., Amirkhanian, S. N., Shatanawi, S., & Thodesen, C. (2008). Influence of compaction temperature on rubberized asphalt mixes and binders. Canadian Journal of Civil Engineering, 35, 908–917. doi: 10.1139/L08-045
   Web of Science ®Google Scholar
• Lee, W., Bohra, N., Altschaeffl, A., & White, T. (1995). Resilient modulus of cohesive soils and the effect of freeze-thaw. Canadian Geotechnical Journal, 32, 559–568. doi: 10.1139/t95-059
   Web of Science ®Google Scholar
• Lytton, R. L., Pufahl, D. E., Michalak, C. H., Lang, H. S., & Dempsey, B. J. (1989). An integrated model of the climatic effects on pavements (Pub-location FHWA-RD-90-033). FHWA, U.S. Department of transportation.
   Google Scholar
• MnDOT. (2014). MnDOT standard specification for construction-division III. St. Paul, MN: Minnesota Department of Transportation.
   Google Scholar
• NCHRP. (2004). Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design. National Cooperative Highway Research Program Research Results Digest, Transportation Research Board, Washington, DC, 285, 1–48.
   Google Scholar
• Oathman, M. A., & Benson, C. H. (1993). Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay. Canadian Geotechnical Journal, 30, 236–246. doi: 10.1139/t93-020
   Web of Science ®Google Scholar
• Palit, S. K., Reddy, K. S., & Pandey, B. B. (2004). Laboratory evaluation of crumb rubber modified asphalt mixes. Journal of Materials in Civil Engineering, ASCE, 16(1), 45–53. doi: 10.1061/(ASCE)0899-1561(2004)16:1(45)
   Web of Science ®Google Scholar
• Park, T. (2003). Application of construction and building debris as base and subbase materials in rigid pavement. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 129, 558–563.
   Google Scholar
• Poon, C.-S., Qiao, X. C., & Chan, D. (2006). The cause and influence of self-cementing properties of fine recycled concrete aggregates on the properties of unbound sub-base. Waste Management, 26(10), 1166–1172. doi: 10.1016/j.wasman.2005.12.013
   PubMed Web of Science ®Google Scholar
• Rababah, S. R. 2007. Integrated assessment of free draining base and subbase materials under flexible pavement (Ph.D. dissertation). University of Akron.
   Google Scholar
• Rao, S. M., & Shivananda, P. (2005). Role of curing temperature in progress of soil-lime reactions. Journal of Geotechnical and Geological Engineering, 23, 79–85. doi: 10.1007/s10706-003-3157-5
   Google Scholar
• Rosa, M. (2006). Effect of freeze and thaw cycling on soils stabilized using fly ash (MS Thesis). University of Wisconsin-Madison, Madison, WI.
   Google Scholar
• Saeed, A., Hammons, M. I., Feldman, D. R., & Poole, T. (2006). Evaluation, design and construction techniques for airfield concrete pavement used as recycled material for base (Airport Concrete Pavement Technology Program, Report No. IPRF-07-g-002-03-5). Innovative Pavement Research Foundation.
   Google Scholar
• Siekmeier, J. (2002). In situ testing for mechanistic empirical pavement design. Saint Paul, MN: OMRR Research Seminar, Minnesota Department of Transportation.
   Google Scholar
• Siekmeier, J. A., Young, D., & Beberg, D. (1999). Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota. In S. D. Tayabji & E. O. Lukanen (Eds.), Nondestructive testing of pavements and back calculation of moduli: 3rd Vol., ASTM Special Technical Publication 1375. West Conshohocken, PA: ASTM. Retrieved from http://www.dot.state.mn.us/materials/researchdocs/Comparison.pdfhttp://www.dot.state.mn.us/materials/researchdocs/Comparison.pdf
   Google Scholar
• Simonsen, E., Janoo, V., & Isacsson, U. (2002). Resilient properties of unbound road materials during seasonal frost conditions. Journal of Cold Regions Engineering, 16, 28–50. doi: 10.1061/(ASCE)0887-381X(2002)16:1(28)
   Web of Science ®Google Scholar
• Soleimanbeigi, A., Edil, T. B., & Benson, C. H. (2014). Creep response of recycled asphalt shingles. Canadian Geotechnical Journal, 51(1), 103–114. doi: 10.1139/cgj-2013-0252
   Web of Science ®Google Scholar
• Soleimanbeigi, A., Edil, T. B., & Tinjum, J. M. (2013). Effect of temperature on shear strength of recycled asphalt shingles. Journal of the Transportation Research Board, Transportation Research Board, Washington, DC, 2349, 55–69. doi: 10.3141/2349-07
   Web of Science ®Google Scholar
• Sondag, M. S., Chadbourn, B. A., & Drescher, A. (2002). Investigation of recycled asphalt pavement (RAP) mixtures (Report No. MN/RC – 2002–15). St. Paul, MN: Minnesota Department of Transportation.
   Google Scholar
• Tayebali, A. A., Tsai, B.-W., & Monismith, C. L. (1994). Stiffness of asphalt-aggregate mixes (Report No. SHRP-A-388). Washington, DC: Strategic Highway Research Program, National Research Council.
   Google Scholar
• Veisi, M., Chittoori, B., Celaya, M., Nazarian, S., Puppala, A. J., & Solis, C. (2010). Accelerated stabilization design of subgrade soils (Report 055691). Center for Transportation Infrastructure Systems, University of Texas at El Paso, Conducted for Department of Transportation in Cooperation with Federal Highway Administration.
   Google Scholar
• Viyanant, C. (2006). Potential use of recycled asphalt pavement and crushed concrete as backfill for Mechanically Stabilized Earth (MSE) walls (PhD dissertation). Department of Civil, Architectural, and Environmental Engineering, University of Wisconsin-Madison, Austin, TX.
   Google Scholar
• Wang, D.-Y., Ma, W., Niu, Y.-H., Chang, X.-X., & Wen, Z. (2007). Effects of cyclic freezing and thawing on mechanical properties of Qinghai–Tibet clay. Cold Regions Science and Technology, 48, 34–43. doi: 10.1016/j.coldregions.2006.09.008
   Web of Science ®Google Scholar
• West, R. C., Watson, D. E., Turner, P. A., & Casola, J. R. (2010). Mixing and compaction temperatures of asphalt binders in hot-mix asphalt (National Cooperative Highway Research Program, Report No. 648). Washington, DC: Transportation Research Board.
   Google Scholar
• Yoder, E. J., & Witczak, M. W. (1975). Principles of pavement design. New York, NY: John Wiley and Sons.
   Google Scholar
• Zapata, C. E., & Houston, W. N. (2008). Calibration and validation of the enhanced integrated climatic model for pavement design (National Cooperative Highway Research Program (NCHRP), Report No. 602). Washington, DC: Transportation Research Board.
   Google Scholar