785
Views
29
CrossRef citations to date
0
Altmetric
Original Articles

Comparison between cement and fly ash geopolymer for stabilized marginal lateritic soil as road material

&
Pages 1264-1274 | Received 16 May 2017, Accepted 01 Nov 2017, Published online: 11 Jan 2018

References

  • AASHTO M 145 ., 2012. Standard specification for classification of soils and soil-aggregate mixtures for highway construction purposes . Washington, DC: American Association of State Highway and Transportation Officials (AASHTO).
  • ASTM C191-13 ., 2013. Standard test methods for time of setting of hydraulic cement by Vicat needle . West Conshohocken, PA: ASTM International.
  • ASTM D1556-15 ., 2015. Standard test method for density and unit weight of soil in place by sand-cone method . West Conshohocken, PA: ASTM International.
  • ASTM D1557-12 ., 2012. Standard test methods for laboratory compaction characteristics of soil using modified effort 56,000 ft-lbf/ft3 (2700 kN-m/m3) . West Conshohocken, PA: ASTM International.
  • ASTM D1883-16 ., 2016. Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils . West Conshohocken, PA: ASTM International.
  • ASTM D422-63 ., 2007. Standard test method for particle-size analysis of soils . West Conshohocken, PA: ASTM International.
  • ASTM D4318-10 ., 2010. Standard test methods for liquid limit, plastic limit, and plasticity index of soils . West Conshohocken, PA: ASTM International.
  • ASTM D4429-09 ., 2009. Standard test method for CBR (California Bearing Ratio) of soils in place . West Conshohocken, PA: ASTM International.
  • ASTM D5102-09 ., 2009. Standard test method for unconfined compressive strength of compacted soil-lime mixtures . West Conshohocken, PA: ASTM International.
  • ASTM D854-14 ., 2014. Standard test methods for specific gravity of soil solids by water pycnometer . West Conshohocken, PA: ASTM International.
  • Bergado, D.T. , et al. , 1996. Lime/cement deep mixing method . Improvement techniques of soft ground in subsiding and lowland environments, Rotterdam: A.A. Balkelma, 99–130.
  • Broms, B.B. , 1986. Stabilization of soft clay with lime and cement columns in Southeast Asia . Applied Research Project RP10/83, Singapore: Nanyang Technical Institute.
  • Chindaprasirt, P. , et al. , 2009. Comparative study on the characteristics of fly ash and bottom ash geopolymers. Waste Management , 29 (2), 539–543.10.1016/j.wasman.2008.06.023
  • Chindaprasirt, P. , et al. , 2012. Effect of SiO2 and Al2O3 on the setting and hardening of high calcium fly ash-based geopolymer systems. Journal of Materials Science , 47 (12), 4876–4883.10.1007/s10853-012-6353-y
  • Davidovits, J. , 1982. Mineral polymers and methods of making them. USA patent 4, 349 and 386.
  • Davidovits, J. , 1991. Geopolymers. Journal of Thermal Analysis , 37 (8), 1633–1656.10.1007/BF01912193
  • Davidovits, J. , 2002. Environmentally driven geopolymer cement applications. Paper presented at the Proceedings of 2002 Geopolymer Conference. Melbourne. Australia.
  • Davidovits, J. , 2013. Geopolymer cement, a review. Institut Geopolymere, 1–11.
  • Dione, A. , 2013. Estimation of resilient modulus of unbound granulars materials from Senegal (West Africa). Geomaterials , 3, 172–178.10.4236/gm.2013.34022
  • Dione, A. , et al. , 2014. Implementation of resilient modulus – CBR relationship in Mechanistic-Empirical (M. -E) pavement design. Revue du CAMES – Sciences Appliquées et de l’Ingénieur , 1 (2), 65–71.
  • Drumm, E.C. , Boateng‐Poku, Y. , and Johnson Pierce, T. , 1990. Estimation of subgrade resilient modulus from standard test. Journal of Geotechnical Engineering , 116 (5), 774–789.10.1061/(ASCE)0733-9410(1990)116:5(774)
  • Mahalinga-Iyer, U. and Williams, D.J. , 1991. Engineering properties of a lateritic soil profile. Engineering Geology , 31 (1), 45–58.10.1016/0013-7952(91)90056-Q
  • Maji, S.K. , Pal, A. , and Pal, T. , 2008. Arsenic removal from real-life groundwater by adsorption on laterite soil. Journal of Hazardous Materials , 151, 811–820.10.1016/j.jhazmat.2007.06.060
  • Matheis, G. and Pearson, M.J. , 1982. Mineralogy and geochemical dispersion in lateritic soil profiles of northern Nigeria. Chemical Geology , 35 (1–2), 129–145.10.1016/0009-2541(82)90023-7
  • Miura, N. , Horpibulsuk, S. , and Nagaraj, T.S. , 2001. Engineering behavior of cement stabilized clay at high water content. Soils and Foundations. Japanese Geotechnical Society , 41 (5), 33–45.10.3208/sandf.41.5_33
  • Mohammadinia, A. , et al. , 2015. Laboratory evaluation of the use of cement-treated construction and demolition materials in pavement base and subbase applications. Journal of Materials in Civil Engineering , 27, 04014186.10.1061/(ASCE)MT.1943-5533.0001148
  • Mohammadinia, A. , et al. , 2017. Effect of fly ash on properties of crushed brick and reclaimed asphalt in pavement base/subbase applications. Journal of Hazardous Materials , 321, 547–556.10.1016/j.jhazmat.2016.09.039
  • Osinubi, K.J. and Nwaiwu, C.M.O. , 2006. Design of compacted lateritic soil liners and covers. Journal of Geotechnical and Geoenvironmental Engineering , 132 (2), 203–213.10.1061/(ASCE)1090-0241(2006)132:2(203)
  • Palomoa, A. , Grutzeckb, M.W. , and Blancoa, M.T. , 1999. Alkali-activated fly ashes: a cement for the future. Cement and Concrete Research , 29 (8), 1323–1329.10.1016/S0008-8846(98)00243-9
  • Phummiphan, I. , et al. 2017. Marginal lateritic soil stabilized with calcium carbide residue and fly ash geopolymers as a sustainable pavement base material. Journal of Materials in Civil Engineering , 29 (2), 04016195.
  • Phummiphan, I. , et al. , 2018. High calcium fly ash geopolymer stabilized lateritic soil and granulated blast furnace slag blends as a pavement base material. Journal of Hazardous Materials , 341, 257–267.10.1016/j.jhazmat.2017.07.067
  • Rattanasak, U. and Chindaprasirt, P. , 2009. Influence of NaOH solution on the synthesis of fly ash geopolymer. Minerals Engineering , 22 (12), 1073–1078.10.1016/j.mineng.2009.03.022
  • Rattanasak, U. , Pankhet, K. , and Chindaprasirt, P. , 2011. Effect of chemical admixtures on properties of high-calcium fly ash geopolymer. International Journal of Minerals, Metallurgy, and Materials , 18 (3), 364–369.10.1007/s12613-011-0448-3
  • Saitoh, S. , Suzuki, Y. , and Shirai, K. , 1985. Hardening of soil improved by the deep mixing method. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering , 3, 1745–1748.
  • Sukmak, P. , Horpibulsuk, S. , and Shen, S.L. , 2013a. Strength development in clay-fly ash geopolymer. Construction and Building Materials , 40, 566–574.10.1016/j.conbuildmat.2012.11.015
  • Sukmak, P. , et al. , 2013b. Factors influencing strength development in clay-fly ash geopolymer. Construction and Building Materials , 47, 1125–1136.10.1016/j.conbuildmat.2013.05.104
  • Sukmak, P. , et al. , 2014. Sulfate resistance of clay-Portland cement and clay high-calcium fly ash geopolymer. Journal of Materials in Civil Engineering , 27 (5), 04014158. doi:10.1061/(asce)mt.1943-5533.0001112.
  • Suksiripattanapong, C. , et al. , 2015. Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge. Construction and Building Materials , 82, 20–30.10.1016/j.conbuildmat.2015.02.040

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.