Evaluation of effect of curing time on mixture performance of Advera warm mix asphalt

Construction and Building Materials - Tập 145 - Trang 62-67 - 2017
Shenghua Wu1, Xiaojun Li2
1Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 N Mathews Ave., Urbana, IL 61801, USA
2California State University, Fresno, CA, USA

Tài liệu tham khảo

Wu, 2016, Long-term field transverse cracking performance of warm-mix asphalt pavement and its significant material property, J. Transp. Res. Board, 2576, 109, 10.3141/2576-12 Mogawer, 2011, Evaluating the effect of warm-mix asphalt technologies on moisture characteristics of asphalt binders and mixtures, J. Transp. Res. Board, 2209, 52, 10.3141/2209-07 Jenkins, 2014, Performance of evaluation of WMA plant and field trial mixes, Mater. Struct., 47, 1301, 10.1617/s11527-014-0326-3 Hasan, 2013, Comparative study on the properties of WMA mixture using foamed admixture and free water system, Constr. Build. Mater., 48, 45, 10.1016/j.conbuildmat.2013.06.028 Wu, 2016, Field performance of top-down fatigue cracking for warm mix asphalt pavements, Int. J. Pavement Eng., 10.1080/10298436.2016.1248204 Hossain, 2012, Effectiveness of water-bearing and anti-stripping additives in warm mix asphalt technology, Int. J. Pavement Eng., 13, 424, 10.1080/10298436.2011.616588 Wielinski, 2009, Laboratory and field evaluations of foamed warm-mix asphalt projects, J. Transp. Res. Board, 2126, 125, 10.3141/2126-15 G. Reinek, S. Veglahn, D. Herlitzka, S. Engber, D. Tranberg, Update on study of impact of loose mix aging time and temperature on the mechanistic performance of hot and warm bituminous mixture, Warm Mix Technical Working Group Meeting, Seattle, WA, 2009. http://www.warmmixasphalt.org/submissions/dec2009/Tuesa.m/04_Reinke_PresentationforWarmMixTWGDec2009.pdf. N. Bueche. Evaluation of WMA key performance with regard to curing time and conditioning method, 2nd International Warm-Mix Conference, St-Louis, Missouri, USA, 2011. http://www.asphaltpavement.org/big_files/11mwmx/Papers/WM15_Bueche.pdf. Punith, 2012, Effects of long-term aging on moisture sensitivity of foamed WMA mixtures containing moist aggregates, Mater. Struct., 45, 251, 10.1617/s11527-011-9763-4 Malladi, 2015, Laboratory evaluation of warm-mix asphalt mixtures for moisture and rutting susceptibility, J. Mater. Civ. Eng., 27, 10.1061/(ASCE)MT.1943-5533.0001121 Hasan, 2015, Laboratory moisture susceptibility evaluation of WMA under possible field conditions, Constr. Build. Mater., 101, 57, 10.1016/j.conbuildmat.2015.10.004 Sebaaly, 2015, Evaluation of selected warm mix asphalt technologies, Road Mater. Pavement Des., 16, 475, 10.1080/14680629.2015.1030825 Al-Qadi, 2012, Effects of curing time and reheating on performance of warm stone-matrix asphalt, J. Mater. Civ. Eng., 24, 1422, 10.1061/(ASCE)MT.1943-5533.0000513 Yin, 2012, Viscoelastic characterization of zeolite modified asphalt binder considering phase transformation and air void interaction, Road Mater. Pavement Des., 13, 279, 10.1080/14680629.2012.668837 Handayani, 2015, The use of natural zeolite as an additives in warm mix asphalt with polymer modified asphalt binder, Int. J. Eng. Res. Africa, 15, 35, 10.4028/www.scientific.net/JERA.15.35 American Association of State Highways and Transportation Officials AASHTO R35 (2015) Standard practice for Superpave volumetric design for asphalt mixtures. AASHTO Designation: R35-15. American Association of State Highways and Transportation Officials AASHTO T312 (2015) Standard method for preparing and determining the density of asphalt mixture specimens by means of Superpave gyratory compactor. AASHTO Designation: T312-15. American Association of State Highways and Transportation Officials AASHTO (2008) Mechanistic-Empirical Pavement Design Guide, Interim Edition: A Manual of Practice. American Association of State Highways and Transportation Officials AASHTO TP79 (2015) Standard method of test for determining the dynamic modulus and flow number for asphalt mixtures using the asphalt mixture performance tester (AMPT). AASHTO Designation: TP79-15. American Association of State Highways and Transportation Officials AASHTO T283-14 (2014) Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO Designation: T283-14. Wu, 2016, Performance evaluation of hot mix asphalt containing recycled asphalt shingles in Washington State, J. Mater. Civ. Eng., 29, 10.1061/(ASCE)MT.1943-5533.0001357 Wu, 2017, Investigation of effectiveness of prediction of fatigue life for hot mix asphalt blended with recycled concrete aggregate using monotonic fracture testing, Constr. Build. Mater., 131, 50, 10.1016/j.conbuildmat.2016.11.045 Wu, 2016, Evaluation of long-term performance of stone matrix asphalt in Washington State, J. Perform. Constr. Facil. Das, 2012, Low temperature cracking performance of WMA with the use of the superpave indirect tensile test, Int. J. Constr. Build. Mater., 30, 643, 10.1016/j.conbuildmat.2011.12.013 S. Shen, S. Wu, W. Zhang, H. Wen, A. Bahadori, L.N. Mohammad, B. Muhunthan, Performance of WMA technologies: stage II – long-term field performance, draft final report for NCHRP, 2017. Bower, 2016, Evaluation of the performance of warm mix asphalt in Washington State, Int. J. Pavement Eng., 17, 423, 10.1080/10298436.2014.993199