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Stabilization of fly ash and lime sludge composites: Assessment of its performance as base course material

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In the present study, two potential industrial waste materials, such as, fly ash (FA) and lime sludge (LS) that are generated in bulk quantities and poses environmental hazards were mixed and stabilized using lime (CL) and gypsum (G) in order to make them suitable for use in Civil Engineering construction applications. Different mix proportion of FA and LS stabilized with different % of CL and G were studied and tested for unconfined compressive strength (UCS), split tensile strength test (STS) and California bearing ratio (CBR) to check the suitability of prepared composite for construction industries. It is noted that the optimal composition consisted of FA and LS in 1:1 ratio, 12% CL and 1% G content. The composite was also found to be durable with no leaching of heavy metals. Further, the selected composite was further studied for the microstructural development through scanning electron microscopy (SEM) and X-ray diffraction (XRD) to understand the phenomenon of chemical process or reaction and reason for strength gain. The developed composite (50FA + 50LS + 12CL + 1G) is suggested for application as base course layer material in flexible pavements due to its good requisite strength and durability. It is further highlighted that issues of uncertainty in strength and stiffness characteristics of pavement layer materials and its implications on analysis and design of flexible pavements can be studied through reliability based approach in combination with numerical analysis and Monte Carlo simulations.
Rocznik
Strony
475--485
Opis fizyczny
Bibliogr. 40 poz., rys., tab., wykr.
Twórcy
autor
  • Department of Civil & Environmental Engineering, The NorthCap University, Gurugram, Haryana, India
  • Department of Civil & Environmental Engineering, The NorthCap University, Gurugram, Haryana, India
autor
  • Department of Civil & Environmental Engineering, The NorthCap University, Gurugram, Haryana, India
autor
  • Department of Civil Engineering, Amrita School of Engineering, Amrita Vishwa Vidyapeetham, Amrita University, Coimbatore, India
Bibliografia
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  • [2] Central Pollution Control Board, CPCB: report on assessment on utilization of industrial solid waste in cement manufacturing, New Delhi, 2006–2007.
  • [3] ASTM C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete, American Society for Testing Materials, Philadelphia, 2008.
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  • [5] IRC: 89, Tentative Guidelines for the Design of Flexible Pavements, Indian Roads Congress, New Delhi, 2012.
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  • [7] A. Ghosh, C. Subbarao, Strength characteristics of class F fly ash modified with lime and gypsum, Journal of Geotechnical and Geoenvironmental Engineering, ASCE 133 (7) (2007) 757–766.
  • [8] P.V. Sivapullaiah, A.A.B. Moghal, Role of gypsum in the strength development of fly ashes with lime, Journal of Materials in Civil Engineering 23 (2) (2011) 197–206.
  • [9] B. Lothenbach, G. Le Saout, E. Gallucci, K. Scrivener, Influence of limestone on the hydration of Portland cements, Journal of Cement and Concrete Research 38 (6) (2008) 848–860.
  • [10] H. Hirao, K. Yamada, S. Hoshino, H. Yamashita, The effect of limestone addition on the optimum sulphate levels of cements having various Al2O3 contents, in: Proc. 12th ICCC, Montreal, 2010.
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  • [12] T. Matschei, B. Lothenbach, F.P. Glasser, The role of calcium carbonate in cement hydration, Journal of Cement and Concrete Research 37 (4) (2007) 551–558.
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  • [14] L. Zhe, F. Xiao, R. Sharma, Efficient reliability based approach for mechanistic-empirical asphalt pavement design, Construction and Building Material 64 (2014) 157–165.
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  • [16] IS: 2720, Part 10, Methods of Test for Soils: Determination of Unconfined Compressive Strength, Bureau of Indian Standard, New Delhi, India, 1973.
  • [17] ASTM D5102, Standard Test Method for Unconfined Compressive Strength of Compacted Soil–Lime Mixtures, American Society for Testing Materials, Philadelphia, 2009.
  • [18] P.E. Glogowski, J.M. Kelly, R.J.R.J. McLaren, D. Burns, Fly ash design manual for road and site applications; RP2422-2, 1992 Report prepared for Electric Power Research Institute, GAI Consultants, Monroeville, PA.
  • [19] J.A. Franklin, M.B. Dusseault, Rock Engineering, International ed., McGraw-Hill, New York, 1996.
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  • [24] ASTM D559, Standard Test Methods for Wetting and Drying Compacted Soil–Cement Mixtures, American Society for Testing Materials, Philadelphia, 2003.
  • [25] APHA, Standard Methods for Examination of Water and Waste Water, American Public Health Association, 2005.
  • [26] A. Ghosh, C. Subbarao, Tensile strength bearing ratio and slake durability of class F fly ash stabilized with lime and gypsum, Journal of Materials in Civil Engineering 1 (18) (2006) 18–27.
  • [27] IS Drinking Water IS: 10500, Indian standard for drinking water specification, New Delhi, India, 1991.
  • [28] M.E. Harr, Reliability-based Design in Civil Engineering, McGraw-Hill, NY, 1987.
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  • [33] S. Lacasse, F. Nadim, Uncertainties in characterizing soil properties, in: C.D. Shackleford, P.P. Nelson, M.J.S. Roth (Eds.), Uncertainty in the Geologic Environment (GSP 58), ASCE, New York, 1996 49–75.
  • [34] M. Uzielli, S. Lacasse, F. Nadim, K.K. Phoon, Soil variability analysis for geotechnical practice, in: Tan, Phoon, Hight, Leroueil (Eds.), Characterization and Engineering Properties of Natural Soils, Taylor & Francis Group, London, 2007, , ISBN: 978-0-415-42691-6.
  • [35] M.I.M.I. Darter, Application of Statistical Methods to the Design of Pavement System. Transportation Research Record 575, Transportation Research Board, Washington, DC, 1976, pp. 39–55.
  • [36] Y.T. Chou, Reliability design procedures for flexible pavements, Journal of Transportation Engineering 116 (5) (1990) 602–614.
  • [37] A. Maji, A.A. Das, Reliability considerations of bituminous pavement design by mechanistic-empirical approach, International Journal of Pavement Engineering 9 (1) (2008) 19–31.
  • [38] USACE, Risk-based Analysis in Geotechnical Engineering for Support of Planning Studies, Engineering and Design, US Army Corps of Engineers, Department of Army, Washington, DC, 1997.
  • [39] IRC: 37, Guidelines for the Design of Flexible Pavements, Indian Roads Congress, New Delhi, India, 2001.
  • [40] IS: 8887, Bitumen Emulsion for Road Specifications, Bureau of Indian Standards, New Delhi, 2004.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0a19e38e-6b8e-4025-846e-2334e02127da
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