Stiffness and Fatigue Behavior of Emulsified Cold Recycled Mixture Containing Waste Powder Additives: Mechanical and Microstructural Analysis
Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 6
Abstract
In recent years, due to economic and environmental considerations, the use of waste additives has been highly regarded in pavements. In the case of emulsified cold recycled mixtures (ECRMs), waste additives with pozzolanic properties can accelerate the emulsion setting rate and improve the technical specifications of mixtures. The present study aimed to introduce a new additive in ECRM to achieve a mixture with satisfactory mechanical properties: a combination of cement kiln dust (CKD), a cement production waste, and coal waste ash (CWA), a pozzolanic waste additive. The indirect tensile strength, resilient modulus, and indirect tensile fatigue (ITF) properties of these mixtures were studied at different temperatures and curing periods. The mixtures were also compared with a nonadditive mixture and a mixture containing cement as a conventional ECRM additive. The relationship between mechanical behavior and microstructure of ECRMs was investigated through field emission scanning electron microscopy (FESEM) and X-ray diffraction (XRD). The results showed that the mixture containing the new additive had a denser and stiffer structure and better ITF behavior, especially at lower strain levels, than the nonadditive mixture due to effective reaction between CKD and CWA in the presence of water and the formation of calcium silicate hydrate (C-S-H). It had a comparable behavior with cement-containing mixture. According to the experimental results, this ECRM can be recommended for use in the base layer of road pavements.
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Acknowledgments
The authors acknowledge the funding support of Babol Noshirvani University of Technology through Grant No. BNUT/389074/97.
References
AASHTO. 2014. Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage. AASHTO T283. Washington, DC: AASHTO.
Abdel-Wahed, T., and H. Al Nageim. 2016. “Investigating the effects of cement and cement kiln dust as a filler on the mechanical properties of cold bituminous emulsion mixtures.” Int. J. Civ. Eng. Technol. 7 (1): 441–453.
Adaska, W. S., and D. H. Taubert. 2008. “Beneficial uses of cement kiln dust.” In Proc., IEEE/PCA 50th Cement Industry Technical Conf., 19–22. Washington, DC: Portland Cement Association.
Ameri, M., and A. Behnood. 2012. “Laboratory studies to investigate the properties of CIR mixes containing steel slag as a substitute for virgin aggregates.” Constr. Build. Mater. 26 (1): 475–480. https://doi.org/10.1016/j.conbuildmat.2011.06.047.
Arimilli, S., P. K. Jain, and M. N. Nagabhushana. 2016. “Optimization of recycled asphalt pavement in cold emulsified mixtures by mechanistic characterization.” J. Mater. Civ. Eng. 28 (2): 04015132. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001412.
Asphalt Institute. 1997. A basic asphalt emulsion manual: MS-21. 3rd ed. Lexington, KY: Asphalt Institute.
Asphalt Institute. 1998. Asphalt cold mix recycling: MS-21. 3rd ed. Lexington, KY: Asphalt Institute.
ASTM. 2001. Standard test methods for quantitative extraction of bitumen from bituminous paving mixtures. ASTM D2172. West Conshohocken, PA: ASTM.
ASTM. 2011a. Standard test method for determining the resilient modulus of bituminous mixtures by indirect tension test. ASTM D7369. West Conshohocken, PA: ASTM.
ASTM. 2011b. Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures. ASTM D2041. West Conshohocken, PA: ASTM.
ASTM. 2015. Standard test method for recovery of asphalt from solution by Abson method. ASTM D1856. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard practice for preparation of asphalt mixture specimens using Marshall apparatus. ASTM D6926. West Conshohocken, PA: ASTM.
ASTM. 2017. Standard test method for bulk specific gravity and density of non-absorptive compacted asphalt mixtures. ASTM D2726. West Conshohocken, PA: ASTM.
Baoguo, M., W. Haifeng, and W. E. I. Dingbang. 2011. “Performance of RAP in the system of cold inplace recycling of asphalt pavement.” J. Wuhan Univ. Technol.–Mater. Sci. Ed. 26 (6): 1211–1214. https://doi.org/10.1007/s11595-011-0392-0.
Bassani, M., P. P. Riviera, and L. Tefa. 2017. “Short-term and long-term effects of cement kiln dust stabilization of construction and demolition waste.” J. Mater. Civ. Eng. 29 (5): 04016286. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001797.
Bazrafshan Moghadam, B., and H. Farhad Mollashahi. 2017. “Suggesting a simple design method for cold recycled asphalt mixes with asphalt emulsion.” J. Civ. Eng. Manage. 23 (7): 966–976. https://doi.org/10.3846/13923730.2017.1343200.
Behiry, A. E. A. E. M. 2013. “Laboratory evaluation of resistance to moisture damage in asphalt mixtures.” Ain Shams Eng. J. 4 (3): 351–363. https://doi.org/10.1016/j.asej.2012.10.009.
Behnood, A., M. M. Gharehveran, F. G. Asl, and M. Ameri. 2015. “Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, portland cement and fly ash.” Constr. Build. Mater. 96 (Oct): 172–180. https://doi.org/10.1016/j.conbuildmat.2015.08.021.
Bradshaw, A. S., J. Costa, and J. R. Giampa. 2016. “Resilient moduli of reclaimed asphalt pavement aggregate subbase blends.” J. Mater. Civ. Eng. 28 (5): 04015206. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001508.
Brayton, T. E., K. W. Lee, D. Gress, and J. Harrington. 2001. “Development of performance based mix design for cold in-place of asphalt mixtures.” In Proc., TRB, Annual Meeting, 2001. Washington, DC: Transportation Research Board.
Brown, F. S., and D. Needham. 2000. “A study of cement modified bitumen emulsion mixtures.” J. AAPT 69: 110–118.
CEN (European Committee for Standardization). 2004. Bituminous mixtures—Test methods for hot mix asphalt—Part 24: Resistance to fatigue. EN 12697-24. Brussels: CEN.
Chaunsali, P., and S. Peethamparan. 2013a. “Influence of the composition of cement kiln dust on its interaction with fly ash and slag.” Cem. Concr. Res. 54 (Dec): 106–113. https://doi.org/10.1016/j.cemconres.2013.09.001.
Chaunsali, P., and S. Peethamparan. 2013b. “Novel cementitious binder incorporating cement kiln dust: Strength and durability.” ACI Mater. J. 110 (3): 297–304. https://doi.org/10.14359/51685663.
Cizkova, Z., and J. Suda. 2017. “Viscoelastic behaviour of cold recycled asphalt mixes.” In Vol. 236 of Proc., IOP Conf. Series: Materials Science and Engineering. Prague, Czech Republic: Technology Agency of the Czech Republic.
Cross, S. A., and D. A. Young. 1997. “Evaluation of type C fly ash in cold in-place recycling.” Transp. Res. Rec. 1583 (1): 82–90. https://doi.org/10.3141/1583-10.
Edeh, J. E., A. Ameh Ameh, and K. J. Osinubi. 2013. “Reconstituted cement kiln dust–rice husk ash stabilization of reclaimed asphalt pavement as highway pavement material.” Adv. Civ. Eng. Mater. 2 (1): 97–109.
Godenzoni, C., A. Graziani, E. Bocci, and M. Bocci. 2017. “The evolution of the mechanical behaviour of cold recycled mixtures stabilised with cement and bitumen: Field and laboratory study.” Road Mater. Pavement Des. 19 (4): 856–877. https://doi.org/10.1080/14680629.2017.1279073.
Huang, B., X. Shu, Q. Dong, and J. Shen. 2010. “Laboratory evaluation of moisture susceptibility of hot-mix asphalt containing cementitious fillers.” J. Mater. Civ. Eng. 22 (7): 667–673. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000064.
Huang, Y. H. 1993. Pavement analysis and design. Upper Saddle River, NJ: Prentice Hall.
Issa, R., M. Zaman, and A. Miller. 2001. “Characteristics of cold processed asphalt millings and cement–emulsion composite.” In Proc., 80th Annual Meeting of TRB. Washington, DC: Transportation Research Board.
Jeremy, S. B., and B. E. Tuncer. 2008. Suitability of cement kiln dust for reconstruction of roads. Skokie, IL: Portland Cement Association.
Kavussi, A., and A. Modarres. 2010a. “A model for resilient modulus determination of recycled mixes with bitumen emulsion and cement from ITS testing results.” Constr. Build. Mater. 24 (11): 2252–2259. https://doi.org/10.1016/j.conbuildmat.2010.04.031.
Kavussi, A., and A. Modarres. 2010b. “Laboratory fatigue models for recycled mixes with bitumen emulsion and cement.” Constr. Build. Mater. 24 (10): 1920–1927. https://doi.org/10.1016/j.conbuildmat.2010.04.009.
Kavussi, A., F. Moghaddas Nejad, and A. Modarres. 2011. “Laboratory fatigue models for recycled mixes with pozzolanic cement and bitumen emulsion.” J. Civ. Eng. Manage. 17 (1): 98–107. https://doi.org/10.3846/13923730.2011.553990.
Lin, J., J. Hong, and Y. Xiao. 2017. “Dynamic characteristics of 100% cold recycled asphalt mixture using asphalt emulsion and cement.” J. Cleaner Prod. 156 (10): 337–344. https://doi.org/10.1016/j.jclepro.2017.04.065.
Ling, M., X. Luo, Y. Chen, F. Gu, and R. L. Lytton. 2018. “Mechanistic-empirical models for top-down cracking initiation of asphalt pavements.” Int. J. Pavement Eng. 1–10. https://doi.org/10.1080/10298436.2018.1489134.
Liu, S., A. Shukla, and T. Nandra. 2017. “Technological, environmental and economic aspects of asphalt recycling for road construction.” Renewable Sustainable Energy Rev. 75 (Aug): 879–893. https://doi.org/10.1016/j.rser.2016.10.080.
Miller, H., J. S. Daniel, S. Eftekhari, M. Kestler, and R. B. Mallick. 2017. “Research on sustainable pavements: Changes in in-place properties of recycled layers due to temperature and moisture variations.” Chap. 7 in Airfield highway pavements 2017, 69–78. Reston, VA: ASCE.
Modarres, A., and P. Ayar. 2014. “Coal waste application in recycled asphalt mixtures with bitumen emulsion.” J. Cleaner Prod. 83 (Nov): 263–272. https://doi.org/10.1016/j.jclepro.2014.07.082.
Modarres, A., and P. Ayar. 2014. “Comparing the mechanical properties of cold recycled mixture containing coal waste additive and ordinary portland cement.” Int. J. Pavement Eng. 17 (3): 211–224. https://doi.org/10.1080/10298436.2014.979821.
Modarres, A., M. Rahimzadeh, and M. Zarrabi. 2014. “Field investigation of pavement rehabilitation utilizing cold in-place recycling.” Resour. Conserv. Recycl. 83 (Feb): 112–120. https://doi.org/10.1016/j.resconrec.2013.12.011.
Modarres, A., H. Ramyar, and P. Ayar. 2015. “Effect of cement kiln dust on the low-temperature durability and fatigue life of hot mix asphalt.” Cold Reg. Sci. Technol. 110 (Feb): 59–66. https://doi.org/10.1016/j.coldregions.2014.11.010.
Montepara, A., and F. Giuliani. 2001. “The role of cement in the recycling of asphalt pavement cold-stabilized with bituminous emulsions.” In Proc., 2nd Int. Symp. on Maintenance and Rehabilitation of Pavements and Technological Control. Washington, DC: Transportation Research Board.
Niazi, Y., and M. Jalili. 2009. “Effect of portland cement and lime additives on properties of cold in-place recycled mixtures with asphalt emulsion.” Constr. Build. Mater. 23 (3): 1338–1343. https://doi.org/10.1016/j.conbuildmat.2008.07.020.
Pettinari, M., G. Dondi, C. Sangiorgi, and F. Petretto. 2013. “The use of cryogenic crumb rubber in the cold recycling technique.” In Airfield and highway pavement 2013: Sustainable and efficient pavements. Reston, VA: ASCE.
Rogge, D. F., R. G. Hicks, T. V. Scholz, and A. Dale. 1992. “Case histories of cold in-place recycled asphalt pavements in Central Oregon.” Transp. Res. Rec. 1337: 61–70.
Rutherford, T., Z. Wang, X. Shu, B. Huang, and D. Clarke. 2014. “Laboratory investigation into mechanical properties of cement emulsified asphalt mortar.” Constr. Build. Mater. 65 (Aug): 76–83. https://doi.org/10.1016/j.conbuildmat.2014.04.113.
Shaowen, D. 2015. “Performance characteristic of cold recycled mixture with asphalt emulsion and chemical additives.” Adv. Mater. Sci. Eng. 2015: 1–8. https://doi.org/10.1155/2015/271596.
Siddique, R. 2008. Waste materials and by-products in concrete, 351–380. Berlin: Springer.
Sreekrishnavilasam, A., S. Rahardja, R. Kmetz, and M. Santagata. 2007. “Soil treatment using fresh and landfilled cement kiln dust.” Constr. Build. Mater. 21 (2): 318–327. https://doi.org/10.1016/j.conbuildmat.2005.08.015.
Stimilli, A., G. Ferrotti, A. Graziani, and F. Canestrari. 2013. “Performance evaluation of a cold-recycled mixture containing high percentage of reclaimed asphalt.” Road Mater. Pavement Des. 14 (S1): 149–161. https://doi.org/10.1080/14680629.2013.774752.
Suda, J., Z. Čížková, J. Topič, J. Valentin, and P. Tesárek. 2016. “Potentials for using pulverized (micro-milled) mineral waste materials as stabilizing agents or fillers in cold recycled mixes.” In Proc., Geo-China 2016, 29–37. Reston, VA: ASCE.
Tayfur, S., H. Ozen, and A. Aksoy. 2007. “Investigation of rutting performance of asphalt mixtures containing polymer modifiers.” Constr. Build. Mater. 21 (2): 328–337. https://doi.org/10.1016/j.conbuildmat.2005.08.014.
Teshale, E. Z., D. Rettner, A. Hartleib, and D. Kriesel. 2017. “Application of laboratory asphalt cracking tests to cold in-place recycled mixtures.” Supplement, Road Mater. Pavement Des. 18 (S4): 79–97.
Yan, J., F. Ni, M. Yang, and J. Li. 2010. “An experimental study on fatigue properties of emulsion and foam cold recycled mixes.” Constr. Build. Mater. 24 (11): 2151–2156. https://doi.org/10.1016/j.conbuildmat.2010.04.044.
Zaman, M. M., J. Zhu, and J. G. Laguros. 1999. “Durability effects on resilient moduli of stabilized aggregate base.” Transp. Res. Rec. 1687 (1): 29–38. https://doi.org/10.3141/1687-04.
Zhu, J. H., M. Zaman, and J. G. Laguros. 1999. “Resilient modulus and microstructure of cement kiln dust stabilized base/subbase aggregate.” Soils Found. 39 (6): 33–42. https://doi.org/10.3208/sandf.39.6_33.
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Published In
Journal of Materials in Civil Engineering
Volume 31 • Issue 6 • June 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Jul 6, 2018
Accepted: Nov 21, 2018
Published online: Mar 21, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 21, 2019
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