Sustainable cement alternatives utilizing geopolymer for use in full depth reclamation of asphalt pavements

References

• AASHTO T 135, 2013. T 135: standard method of test for wetting-and-drying test of compacted soil-cement mixtures. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• AASHTO T 145. 2007. T 145: standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes. Washington, DC: American Association of State Highway and Transportation Officials.
   Google Scholar
• Adhikari, S, Khattak, MJ, and Adhikari, B, 2018, July 13. Mechanical characteristics of Soil-RAP-Geopolymer mixtures for road base and subbase layers. International Journal of Pavement Engineering, 21–4.
   Web of Science ®Google Scholar
• Amer, OA, and Rangaraju, PR. 2019. Evaluation of coal ash as a supplementary cementitious material for application in full-depth reclamation of asphalt pavements. Proc World Coal Ash-2019 Conf [Internet]. (Journal Article). Available from: http://www.flyash.info/2019/285-paper.pdf.
   Google Scholar
• Amer, OA, Rangaraju, P, and Rashidian-Dezfouli, H, 4 Mar 2022. Effectiveness of binary and ternary blended cements of class C fly ash and ground glass fibers in improving the durability of concrete. Journal of Sustainable Cement-Based Materials, 11 (2), 127–136.
   Web of Science ®Google Scholar
• ASTM International. 2016. D560/D560M-16 standard test methods for freezing and thawing compacted soil-cement mixtures [Internet]. West Conshohocken, PA: ASTM International. 2016 [cited 2020 Dec 9]. Available from: http://www.astm.org/cgi-bin/resolver.cgi?D560D560M-16.
   Google Scholar
• ASTM International. 2017a. C157/C157M-17 test method for length change of hardened hydraulic-cement mortar and concrete [Internet]. West Conshohocken, PA: ASTM International. [cited 2020 Dec 7]. Available from: http://www.astm.org/cgi-bin/resolver.cgi?C157C157M-17.
   Google Scholar
• ASTM International. 2017b. C490/C490M-17 practice for use of apparatus for the determination of length change of hardened cement paste, mortar, and concrete [Internet]. West Conshohocken, PA: ASTM International. [cited 2020 Dec 7]. Available from: http://www.astm.org/cgi-bin/resolver.cgi?C490C490M-17.
   Google Scholar
• ASTM International. 2017c. D1633-17 test methods for compressive strength of molded soil-cement cylinders [Internet]. West Conshohocken, PA: ASTM International; [cited 2021 Aug 2]. Available from: http://www.astm.org/cgi-bin/resolver.cgi?D1633-17.
   Google Scholar
• ASTM International. 2018. C989/C989M-18a specification for slag cement for use in concrete and mortars [Internet]. West Conshohocken, PA: ASTM International; [cited 2021 Aug 1]. Available from: http://www.astm.org/cgi-bin/resolver.cgi?C989C989M-18A.
   Google Scholar
• ASTM International. 2019. C150/C150M-19a standard specification for Portland cement [Internet]. West Conshohocken, PA. [cited 2019 Jul 31]. Available from: doi: 10.1520/C0150_C0150M-19A.
   Google Scholar
• Avirneni, D, Peddinti, PRT, and Saride, S, Sep 2016. Durability and long term performance of geopolymer stabilized reclaimed asphalt pavement base courses. Construction and Building Materials, 121, 198–209. doi:10.1016/j.conbuildmat.2016.05.162
   Web of Science ®Google Scholar
• Guo, X, Shi, H, and Dick, WA, Feb 2010. Compressive strength and microstructural characteristics of class C fly ash geopolymer. Cement and Concrete Composites, 32 (2), 142–147. doi:10.1016/j.cemconcomp.2009.11.003
   Web of Science ®Google Scholar
• Hassan, HS, et al., Feb 2019. Cleaner production of one-part white geopolymer cement using pre-treated wood biomass ash and diatomite. Journal of Cleaner Production, 209, 1420–1428. doi:10.1016/j.jclepro.2018.11.137
   Web of Science ®Google Scholar
• Hoy, M, Horpibulsuk, S, and Arulrajah, A, Aug 2016. Strength development of recycled asphalt pavement – fly ash geopolymer as a road construction material. Construction and Building Materials, 117, 209–219. doi:10.1016/j.conbuildmat.2016.04.136
   Web of Science ®Google Scholar
• Hoy, M, et al., Jul 2017. Effect of wetting–drying cycles on compressive strength and microstructure of recycled asphalt pavement – fly ash geopolymer. Construction and Building Materials, 144, 624–634. doi:10.1016/j.conbuildmat.2017.03.243
   Web of Science ®Google Scholar
• Jahren, CT, Yu, JJ, and Williams, RC, 2016. Alternate design methods to renew lightly traveled paved roads (No. MN/RC 2016-14). Minnesota: Department of Transportation, Research Services & Library.
   Google Scholar
• Jallu, M, et al., Sep 2020. Flexural fatigue behavior of fly ash geopolymer stabilized-geogrid reinforced RAP bases. Construction and Building Materials, 254, 119263. doi:10.1016/j.conbuildmat.2020.119263
   Web of Science ®Google Scholar
• Jones, D, Louw, S, and Wu, R, Jan 2016. Full-depth reclamation: cost-effective rehabilitation strategy for low-volume roads. Transportation Research Record: Journal of the Transportation Research Board, 2591 (1), 1–10. doi:10.3141/2591-01
   Google Scholar
• Lim, S, and Zollinger, DG, Jan 2003. Estimation of the compressive strength and modulus of elasticity of cement-treated aggregate base materials. Transportation Research Record: Journal of the Transportation Research Board, 1837 (1), 30–38. doi:10.3141/1837-04
   Google Scholar
• Mehta, KP, 2001. Reducing the environmental impact of concrete. Concrete International, 23 (10), 61–66.
   Google Scholar
• PCA. 1992. Soil-cement laboratory handbook. (Journal article).
   Google Scholar
• Rashidian-Dezfouli, H, and Rangaraju, PR, 5 Oct 2017. Comparison of strength and durability characteristics of a geopolymer produced from fly ash, ground glass fiber and glass powder. Materiales de Construcción, 67 (328), 136. doi:10.3989/mc.2017.05416
   Web of Science ®Google Scholar
• Rashidian-Dezfouli, H, and Rangaraju, PR, Jan 2017. Role of ground glass fiber as a pozzolan in Portland cement concrete. Transportation Research Record: Journal of the Transportation Research Board, 2629 (1), 33–41. doi:10.3141/2629-06
   Google Scholar
• Rashidian-Dezfouli, H, Rangaraju, PR, and Kothala, VSK, 20 Feb 2018. Influence of selected parameters on compressive strength of geopolymer produced from ground glass fiber. Construction and Building Materials, 162, 393–405. doi:10.1016/j.conbuildmat.2017.09.166
   Web of Science ®Google Scholar
• Reeder, GD, et al. Mar 2017. Guide to full-depth reclamation (FDR) with cement. National Concrete Pavement Technology Center, Institute for Transportation, Iowa State University. 96. Report No.: SR1006P.
   Google Scholar
• Robinson, DA, et al., Nov 2003. A review of advances in dielectric and electrical conductivity measurement in soils using time domain reflectometry. Vadose Zone Journal, 2 (4), 444–475. doi:10.2136/vzj2003.4440
   Web of Science ®Google Scholar
• SCT-26. 2017. Standard method of sampling, preparing and testing of cement modified recycled base compression specimens in the laboratory SCDOT designation: SCT-26 [Internet]. SCDOT. [cited 2020 Dec 7]. Available from: https://www.scdot.org/business/pdf/materials-research/testProcedure/soils/SCT26.pdf.
   Google Scholar
• Scullion, T. 2005. Evaluating the performance of soil-cement and cement-modified soil for pavements: a laboratory investigation. Portland Cement Association. Report No.: RP120.
   Google Scholar
• Sebesta, S, and Scullion, T. Oct 2004. Effectiveness of minimizing reflective cracking in cement-treated bases by microcracking. Report No.: FHWA/TX-05/0-4502-1.
   Google Scholar
• Singh, S, Ransinchung, GDRN, and Kumar, P, 2 Jan 2019. Feasibility study of RAP aggregates in cement concrete pavements. Road Materials and Pavement Design, 20 (1), 151–170. doi:10.1080/14680629.2017.1380071
   Web of Science ®Google Scholar
• Singh, S, Ransinchung, GD, and Kumar, P, Dec 2017. Effect of mineral admixtures on fresh, mechanical and durability properties of RAP inclusive concrete. Construction and Building Materials, 156, 19–27. doi:10.1016/j.conbuildmat.2017.08.144
   Web of Science ®Google Scholar
• Spencer Guthrie, W, Ellis, PM, and Scullion, T, Jan 2001. Repeatability and reliability of the tube suction test. Transportation Research Record: Journal of the Transportation Research Board, 1772 (1), 151–157. doi:10.3141/1772-18
   Google Scholar
• Syed, I, Scullion, T, and Harris, JP, 1999. Durability of recycled and stabilized pavement materials. In ASCE, 25–36.
   Google Scholar
• Syed, I, Scullion, T, and Smith, RE. 2003. Recent developments in characterizing durability of stabilized materials.
   Google Scholar
• Tex-144-E. 2020. Test procedure for tube suction test.
   Google Scholar
• Thompson, MR. 1986. Mechanistic design concepts for stabilized base pavements [Internet]. Report No.: No. FHWA-IL-UI-214. Available from: http://www.ict.uiuc.edu/Publications/report%20files/TES-046.pdf.
   Google Scholar
• Wen, H, et al. 2014. Characterization of cementitiously stabilized layers for use in pavement design and analysis.
   Google Scholar
• Wen, H, et al., Jan 2004. Field performance evaluation of class C fly ash in full-depth reclamation: case history study. Transportation Research Record: Journal of the Transportation Research Board, 1869 (1), 41–46. doi:10.3141/1869-05
   Google Scholar
• Wolfe, W, Butalia, TS, and Walker, H. 2009. Full depth reclamation of asphalt pavements using lime-activated class F fly ash: Structural Monitoring Aspects.
   Google Scholar
• Xiao, F, et al., Aug 2018. A literature review on cold recycling technology of asphalt pavement. Construction and Building Materials, 180, 579–604. doi:10.1016/j.conbuildmat.2018.06.006
   Web of Science ®Google Scholar
• Zhang H.P, Bai P.K, Wang J.H, Dong Y.L, Han Y.S. 6 Jan 2019. Minimum water requirement method for high-performance sulphoaluminate cement-based materials. In: L. Evangelista, ed. Advanced materials science engineering. 4187342.
   Google Scholar
• Zhang, Z, and Tao, M. 1 Jul 2006. Stability of calcium sulfate base course in a wet environment. Louisiana Transportation Research Center, editor. (FHWA/LA.06/419). Available from: https://rosap.ntl.bts.gov/view/dot/22128.
   Google Scholar