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Volumn 29, Issue 3, 2007, Pages 218-223

Prediction of compressive strength of concrete with fly ash as sand replacement material

Author keywords

Cementing efficiency; Concrete; Fly ash; Sand; Strength

Indexed keywords

AGGREGATES; COMPRESSIVE STRENGTH; FLY ASH; PORTLAND CEMENT; SAND;

EID: 33846820186     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2006.10.001     Document Type: Article
Times cited : (70)

References (22)
  • 6
    • 33846799680 scopus 로고    scopus 로고
    • IS 456: 2000. Plain and reinforced concrete, Bureau of Indian Standards, New Delhi.
  • 7
    • 0041807288 scopus 로고
    • Granulation et prevision de la resistance probable des betons
    • Bolomey J. Granulation et prevision de la resistance probable des betons. Travaux 19 30 (1935) 228-232
    • (1935) Travaux , vol.19 , Issue.30 , pp. 228-232
    • Bolomey, J.1
  • 8
    • 0033888166 scopus 로고    scopus 로고
    • Use of conditioned PFA as a fine aggregate in concrete
    • Dhir R.K., McCarthy M.J., and Title P.A.J. Use of conditioned PFA as a fine aggregate in concrete. Mater Struct 33 225 (2000) 38-42
    • (2000) Mater Struct , vol.33 , Issue.225 , pp. 38-42
    • Dhir, R.K.1    McCarthy, M.J.2    Title, P.A.J.3
  • 9
    • 77954695097 scopus 로고
    • Use of pond fly ash as part replacement for mortar and concrete
    • Mangaraj B.K., and Krishnamoorthy S. Use of pond fly ash as part replacement for mortar and concrete. Indian Concrete J May (1994) 279-282
    • (1994) Indian Concrete J , Issue.May , pp. 279-282
    • Mangaraj, B.K.1    Krishnamoorthy, S.2
  • 10
    • 0037399684 scopus 로고    scopus 로고
    • Effect of fine aggregate replacement with Class F fly ash on the mechanical properties of concrete
    • Rafat Siddique. Effect of fine aggregate replacement with Class F fly ash on the mechanical properties of concrete. Cement Concrete Res 33 (2003) 539-547
    • (2003) Cement Concrete Res , vol.33 , pp. 539-547
    • Rafat Siddique1
  • 11
    • 0024304218 scopus 로고
    • Effect of sand replacement on the early-age strength gain and long-term corrosion-resisting characteristics of fly ash concrete
    • Maslehuddin M. Effect of sand replacement on the early-age strength gain and long-term corrosion-resisting characteristics of fly ash concrete. ACI Mater J 86 1 (1989) 58-62
    • (1989) ACI Mater J , vol.86 , Issue.1 , pp. 58-62
    • Maslehuddin, M.1
  • 12
    • 0032118783 scopus 로고    scopus 로고
    • Concrete masonry unit mix designs using municipal solid waste bottom ash
    • Berg E., and Neal J.A. Concrete masonry unit mix designs using municipal solid waste bottom ash. ACI Mater J 95 4 (1998) 470-479
    • (1998) ACI Mater J , vol.95 , Issue.4 , pp. 470-479
    • Berg, E.1    Neal, J.A.2
  • 13
    • 33846819231 scopus 로고    scopus 로고
    • Hwang KR, Noguchi T, Tomosawa F. Effects of fine aggregate replacement on the rheology, compressive strength and carbonation properties of fly ash and mortar, SP-178, ACI, 1998. p. 401-10.
  • 14
    • 33846811923 scopus 로고    scopus 로고
    • Bakoshi T, Kohno K, Kawasaki S, Yamaji N. Strength and durability of concrete using bottom ash as replacement for fine aggregate. SP-179, ACI, 1998; p. 159-72.
  • 18
    • 33846846875 scopus 로고    scopus 로고
    • Brandt AM. Cement based composites: materials, properties and performance, E and FN SPON; 1995.
  • 19
    • 33846811922 scopus 로고    scopus 로고
    • De Larrard F. Concrete mixture proportioning: a scientific approach, E and F N Spon; 1999.
  • 20
    • 33846839831 scopus 로고    scopus 로고
    • Smith IA. Design of fly ash concrete. Proc Institution of Civil Eng, London, 1967;36:769-91.
  • 22
    • 51249164326 scopus 로고
    • Modified rule of constant water content for constant consistency of fresh fly ash concrete mixes
    • Hansen T.C., and Hedegaard S.E. Modified rule of constant water content for constant consistency of fresh fly ash concrete mixes. Mater Struct 25 150 (1992) 342-354
    • (1992) Mater Struct , vol.25 , Issue.150 , pp. 342-354
    • Hansen, T.C.1    Hedegaard, S.E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.