메뉴 건너뛰기




Volumn 26, Issue 8, 2014, Pages

Effect of curing temperature on the strength of sand, coal fly ash, and lime blends

Author keywords

Curing temperature; Fly ash; Lime; Porosity lime ratio; Splitting tensile strength; Unconfined compressive strength

Indexed keywords

COMPRESSION TESTING; COMPRESSIVE STRENGTH; FLY ASH; LIME; POROSITY; TENSILE STRENGTH;

EID: 84905082017     PISSN: 08991561     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)MT.1943-5533.0001011     Document Type: Article
Times cited : (33)

References (20)
  • 1
    • 77953348929 scopus 로고
    • Mortar and concrete-Test method for compressive strength of cylindrical specimens.
    • ABNT. NBR 5739, Rio de Janeiro, Brazil (in Portuguese).
    • ABNT. (1980). "Mortar and concrete-Test method for compressive strength of cylindrical specimens." NBR 5739, Rio de Janeiro, Brazil (in Portuguese).
    • (1980)
  • 2
    • 77953333154 scopus 로고
    • Mortar and concrete-Test method for split tensile strength of cylindrical specimens.
    • ABNT. NBR 7222, Rio de Janeiro, Brazil (in Portuguese).
    • ABNT. (1983). "Mortar and concrete-Test method for split tensile strength of cylindrical specimens." NBR 7222, Rio de Janeiro, Brazil (in Portuguese).
    • (1983)
  • 3
    • 77957020450 scopus 로고    scopus 로고
    • Behaviour and mineralogy changes in lime-treated expansive soil at 20°C
    • Al-Mukhtar, M., Lasledj, A., and Alcover, J. (2010a). "Behaviour and mineralogy changes in lime-treated expansive soil at 20°C." Appl. Clay Sci., 50(2), 191-198.
    • (2010) Appl. Clay Sci. , vol.50 , Issue.2 , pp. 191-198
    • Al-Mukhtar, M.1    Lasledj, A.2    Alcover, J.3
  • 4
    • 77957020450 scopus 로고    scopus 로고
    • Behaviour and mineralogy changes in lime-treated expansive soil at 50°C
    • Al-Mukhtar, M., Lasledj, A., and Alcover, J. (2010b). "Behaviour and mineralogy changes in lime-treated expansive soil at 50°C." Appl. Clay Sci., 50(2), 199-203.
    • (2010) Appl. Clay Sci. , vol.50 , Issue.2 , pp. 199-203
    • Al-Mukhtar, M.1    Lasledj, A.2    Alcover, J.3
  • 5
    • 0004090895 scopus 로고    scopus 로고
    • Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete
    • ASTM.C618, West Conshohocken, PA.
    • ASTM. (1998). "Standard specification for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in concrete." C618, West Conshohocken, PA.
    • (1998)
  • 6
    • 0003849028 scopus 로고    scopus 로고
    • Standard test method for splitting tensile strength of cylindrical concrete specimens
    • ASTM. C496, West Conshohocken, PA.
    • ASTM. (2011). "Standard test method for splitting tensile strength of cylindrical concrete specimens." C496, West Conshohocken, PA.
    • (2011)
  • 7
    • 0012737814 scopus 로고    scopus 로고
    • Standard test method for compressive strength of cylindrical concrete specimens
    • ASTM. C39, West Conshohocken, PA.
    • ASTM. (2012). "Standard test method for compressive strength of cylindrical concrete specimens." C39, West Conshohocken, PA.
    • (2012)
  • 9
    • 79954519473 scopus 로고    scopus 로고
    • Variables governing strength of compacted soil-fly ash-lime mixtures.
    • 10.1061/(ASCE)MT.1943-5533.0000186
    • Consoli, N. C., Dalla Rosa, A., Saldanha, R. B. (2011a). "Variables governing strength of compacted soil-fly ash-lime mixtures." J. Mater. Civ. Eng., 10.1061/(ASCE)MT.1943-5533.0000186, 432-440.
    • (2011) J. Mater. Civ. Eng. , pp. 432-440
    • Consoli, N.C.1    Dalla Rosa, A.2    Saldanha, R.B.3
  • 12
    • 0035450849 scopus 로고    scopus 로고
    • Behavior of compacted soil-fly ash-carbide lime-fly ash mixtures
    • 10.1061/(ASCE)1090-0241 (2001)127:9(774)
    • Consoli, N. C., Prietto, P. D. M., Carraro, J. A. H., and Heineck, K. S. (2001). "Behavior of compacted soil-fly ash-carbide lime-fly ash mixtures." J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090-0241 (2001)127:9(774), 774-782.
    • (2001) J. Geotech. Geoenviron. Eng. , pp. 774-782
    • Consoli, N.C.1    Prietto, P.D.M.2    Carraro, J.A.H.3    Heineck, K.S.4
  • 14
    • 0027671640 scopus 로고
    • Strength and life of stabilized pavement layers containing fibrillated polypropylene
    • Performance-related testing and evaluation characteristics of aggregates and new geomaterials, Transportation Research Record 1418, Transportation Research Board, Washington, DC
    • Crockford,W.W., Grogan,W. P., and Chill, D. S. (1993). "Strength and life of stabilized pavement layers containing fibrillated polypropylene." Performance-related testing and evaluation characteristics of aggregates and new geomaterials, Transportation Research Record 1418, Transportation Research Board, Washington, DC, 60-66.
    • (1993) , pp. 60-66
    • Crockford, W.W.1    Grogan, W.P.2    Chill, D.S.3
  • 15
    • 0000822078 scopus 로고
    • Soil improvement-State-of-the-art report
    • International Society of Soil Mechanics and Foundation Engineering, Stockholm, Sweden
    • Mitchell, J. K. (1981). "Soil improvement-State-of-the-art report." Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering, International Society of Soil Mechanics and Foundation Engineering, Stockholm, Sweden, 509-565.
    • (1981) Proc., 10th Int. Conf. on Soil Mechanics and Foundation Engineering , pp. 509-565
    • Mitchell, J.K.1
  • 16
    • 30844463837 scopus 로고
    • Lime-fly ash stabilized bases and subbases.
    • National Cooperative Highway Research Program (NCHRP).Synthesis of Hwy. Pract. No. 37, Transportation Research Board, Washington, DC.
    • National Cooperative Highway Research Program (NCHRP). (1976). "Lime-fly ash stabilized bases and subbases." Synthesis of Hwy. Pract. No. 37, Transportation Research Board, Washington, DC.
    • (1976)
  • 17
    • 0343371445 scopus 로고    scopus 로고
    • Influence of MK on the reaction kinetics in MK/lime and MK-blended cement systems at 20°C
    • Rojas, M. F., and Cabrera, J. (2001). "Influence of MK on the reaction kinetics in MK/lime and MK-blended cement systems at 20°C." Cem. Concr. Res., 31(4), 519-527.
    • (2001) Cem. Concr. Res. , vol.31 , Issue.4 , pp. 519-527
    • Rojas, M.F.1    Cabrera, J.2
  • 18
    • 0036142579 scopus 로고    scopus 로고
    • The effect of temperature on the hydration rate and stability of the hydration phases of metakaolin- lime-water systems
    • Rojás, M. F., and Cabrera, J. (2002). "The effect of temperature on the hydration rate and stability of the hydration phases of metakaolin- lime-water systems." Cem. Concr. Res., 32(1), 133-138.
    • (2002) Cem. Concr. Res. , vol.32 , Issue.1 , pp. 133-138
    • Rojás, M.F.1    Cabrera, J.2
  • 19
    • 84905095347 scopus 로고    scopus 로고
    • Influence of curing temperature in the mechanical behavior of soil-fly ash-lime mixtures
    • M.S. thesis, Graduate Program in Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre, Brazil.
    • Silvani, C. (2013). "Influence of curing temperature in the mechanical behavior of soil-fly ash-lime mixtures." M.S. thesis, Graduate Program in Civil Engineering, Federal Univ. of Rio Grande do Sul, Porto Alegre, Brazil.
    • (2013)
    • Silvani, C.1
  • 20
    • 33644815851 scopus 로고    scopus 로고
    • Circular footings on a cement layer above weak foundation soil
    • Thomé, A., Donato, M., Consoli, N. C., and Graham, J. (2005). "Circular footings on a cement layer above weak foundation soil." Can. Geotech. J., 42(6), 1569-1984.
    • (2005) Can. Geotech. J. , vol.42 , Issue.6 , pp. 1569-1984
    • Thomé, A.1    Donato, M.2    Consoli, N.C.3    Graham, J.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.