Application of internal curing for mixtures containing high volumes of fly ash
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Davis, 1937, Properties of cements and concretes containing fly ash, Proc, Am Concr Ins, 33, 577
Halstead WJ. Use of fly ash in concrete. NCHRP 127 (October). Washington: Transportation Research Board, National Research Council; 1986.
Helmuth, 1987
Malhotra VM, Ramezanianpour A. Fly ash in concrete. 2nd ed., CANMET. Energy, mines and resources Canada, Ottawa; 1994. p. 307.
ACI-232, Use of fly ash in concrete. ACI 232.2R. ACI Committee report; 1996. p. 34.
Malhotra, 1999, Role of supplementary cementing materials in reducing greenhouse gas emissions CANMET, 400
Malhotra, 1999, Making concrete “Greener” with fly ash, ACI Concr Int, 21, 61
Worrell, 2001, Carbon dioxide emissions from the global cement industry, Ann Rev Energy Environ, 26, 303, 10.1146/annurev.energy.26.1.303
Mehta, 2002, Greening of the concrete industry for sustainable development, ACI Concr Int, 24, 23
McCaffrey, 2002, Climate change and the cement industry, Global Cem Lime Mag, 15
Malhotra, 1990, Durability of concrete incorporating high-volume of low calcium (ASTM Class F) fly ash, Cem Concr Compos, 12, 271, 10.1016/0958-9465(90)90006-J
Hansen, 1990, Long term strength of fly ash concretes, Cem Concr Res, 20, 193, 10.1016/0008-8846(90)90071-5
Thomas, 1992, Carbonation of fly ash concrete, Mag Concr Res, 44, 217, 10.1680/macr.1992.44.160.217
Bilodeau, 1994, Durability of concrete incorporating high volumes of fly ash from sources in the USA, ACI Mater J, 91, 3
Naik, 1998, Mechanical properties and durability of concrete made with blended fly ash, ACI Mater J, 95, 454
Ramlochan, 2003, The effect of pozzolans and slag on the expansion of mortars cured at elevated temperature, PART I: expansive behaviour, Cem Concr Res, 33, 807, 10.1016/S0008-8846(02)01066-9
Bentz, 2010, Rheology and setting of high volume fly ash mixtures, Cem Concr Compos, 32, 265, 10.1016/j.cemconcomp.2010.01.008
Neuwald A, Krishnan A, Weiss WJ, Olek J, Nantung TE. Curing and its relationship to measured scaling in concrete containing fly ash. In: Transportation research board 2003, annual meeting CD-ROM; 2003.
Krishnan A, Metha JK, Olek J, Weiss WJ. Technical issues related to the use of fly ash and slag during late-fall (low temperature) construction season. Publication FHWA/IN/JTRP-2005/05. In: Joint transportation research program. West Lafayette, Indiana: Indiana Department of Transportation and Purdue University; 2006. <http://dx.doi.org/10.5703/1288284313382>.
INDOT, Indiana Department of Transportation Specifications for Contractors. Section 500 – Concrete Pavements, 2011 Standard Specification Book. <http://www.in.gov/dot/div/contracts/standards/book/sep11/5-2012.pdf>
Weiss WJ, Yang W, Shah SP. Factors influencing durability and early-age cracking in high strength concrete structures, SP 189-22 high performance concrete: research to practice, Farmington Hills, MI, 1999; 387–409.
Shah SP, Weiss WJ. High performance concrete: strength, permeability, and shrinkage cracking. In: Proceedings of the PCI/FHWA international symposium on high performance concrete 2000, Orlando, FL; 2000. p. 331–40.
Shah S, Weiss J, Yang W. Shrinkage cracking in high performance concrete. In: Proceedings of the PCI/FHWA international symposium on high performance concrete, New Orleans, LA; 1997.
Shah, 1998, Shrinkage cracking-can it be prevented?, Concr Int, 20, 51
RILEM early age cracking in cementitious systems. Bentur A, editor. Report of RILEM technical committee 181-EAS; 2003. p. 350.
Brown, 2007, Use of alternative materials to reduce shrinkage cracking in bridge decks, ACI Mater J, 104, 629
Bentz, 2008, Reducing thermal and autogenous shrinkage contributions to early-age cracking, ACI Mater J, 105, 414
Le Chatelier H. Sur les Changements de Volume qui Accompagnent le durcissement des Ciments, Bulletin Societe de l’Encouragement pour l’Industrie Nationale, Seme serie, tome 5, Paris; 1900.
L’Hermite RG. Volume changes of concrete. In: 4th International symposium on the chemistry of cement. Washington, DC; 1960
Sant, 2006, Measurement of volume change in cementitious materials at early ages: review of testing protocols and interpretation of results, Transport Res Rec, 1979, 21, 10.3141/1979-05
Jensen, 2001, Water-entrained cement-based materials: I. Principles and theoretical background, Cem Concr Res, 31, 647, 10.1016/S0008-8846(01)00463-X
Philleo R. Concrete science and reality. In: Skalny JP, Mindess S, editors. Materials science of concrete II American ceramic society. Westerville, OH; 1991.
Bentz, 1999, Protected paste volume in concrete: extension to internal curing using saturated lightweight fine aggregate, Cem Concr Res, 29, 1863, 10.1016/S0008-8846(99)00178-7
Bentz, 2006, Mitigation strategies for autogenous shrinkage cracking, Cem Concr Compos, 26, 677, 10.1016/S0958-9465(03)00045-3
RILEM, Report 41: internal curing of concrete. Kovler K, Jensen OM, editors. Internal Curing of Concrete. RILEM Publications S.A.R.L; 2007.
Henkensiefken, 2009, Water absorption in internally cured mortar made with water-filled lightweight aggregate, Cem Concr Res, 39, 883, 10.1016/j.cemconres.2009.06.009
ACI. Report on early-age cracking: causes, measurement and mitigation (ACI 231R-10). American Concrete Institute – Committee 231, Farmington Hills, MI; 2010. 48p.
Bentz DP, Weiss J. Internal curing: a 2010 state of the art review. National NISTIR 7765. Institute of Standards and Technology, US Department of Commerce. Gaithersburg, MD; 2011.
Bentz, 2005, Mixture proportioning for internal curing, Concr Int, 27, 35
Castro, 2011, Absorption and desorption properties of fine lightweight aggregate for application to internally cured concrete mixtures, Cem Concr Compos, 33, 1001, 10.1016/j.cemconcomp.2011.07.006
Pour-Ghaz, 2011, Characterizing lightweight aggregate desorption at high relative humidities using a pressure plate apparatus, J Mater Civil Eng
NYDOT. Test Method No.: NY 703-19 E. Moisture content of lightweight fine aggregate. New York State Department of Transportation, Materials Bureau, Albany, NY; August 2008.
Kantro, 1980, Influence of water-reducing admixtures on properties of cement paste-a miniature slump test, Cem, Concr, Aggre, 2, 95, 10.1520/CCA10190J
Powers TC. A discussion of cement hydration in relation to the curing of concrete, vol 25. Bulletin: Portland Cement Association; 1948. p. 188.
Shin, 2011, The role of low stiffness aggregate particles on the restrained shrinkage cracking behavior of mortar, J Civil Eng Mat, 23, 597, 10.1061/(ASCE)MT.1943-5533.0000213
Shin, 2010, Handbook of concrete durability
Peethamparan S, Weissinger E, Vocaturo J, Zhang J, Scherer G. Monitoring chemical shrinkage and hydration kinetics using pressure sensors. ACI special proceedings in CD on advances in the material science of concrete, SP-270. 2010, p. 77–88.
Bentz DP, Barrett T, De la Varga I, Weiss J, Relating compressive strength to heat release in mortars. Adv Civ Eng Mater 2012, accepted for publication.
Bentz, 2010, Blending different fineness cements to engineer the properties of cement-based materials, Mag Concr Res, 62, 327, 10.1680/macr.2008.62.5.327
Bentz, 2012, Comparison of ASTM C311 strength activity index testing vs. testing based on constant volumetric proportions, J ASTM Int, 9, 7
Bentz, 2012, Fine limestone additions to regulate setting in high volume fly ash mixtures, Cem Concr Compos, 34, 11, 10.1016/j.cemconcomp.2011.09.004
Lura, 2010, Simultaneous measurements of heat of hydration and chemical shrinkage on hardening cement pastes, J Therm Anal Calorim, 101, 925, 10.1007/s10973-009-0586-2
Geiker M. Studies of Portland cement hydration by measuring of chemical shrinkage and a systematic evaluation of hydration curves by means of the dispersion model. PhD Dissertation, 1983. Technical University of Denmark; 1983.
Castro J, De la Varga I, Weiss J. Using isothermal calorimetry to assess water absorption of fine LWA in mortars. J Mater Civil Eng, submitted for publication. http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0000496.
Bentz, 2010, Powder additions to mitigate retardation in high volume fly ash mixtures, ACI Mater J, 107, 508
Gurney L, Bentz DP, Sato T, Weiss J. Using limestone to reduce set retardation in high volume fly ash mixtures: improving constructability for sustainability. Transportation Research Record, Construction Materials, 2012.