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      KCI등재 SCIE SCOPUS

      Effect of Fly Ash and Silica Fume on Compressive Strength, Sorptivity and Carbonation of SCC

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      https://www.riss.kr/link?id=A104794337

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      다국어 초록 (Multilingual Abstract)

      In this paper, ASTM C 618 Class F Fly Ash (FA) at 25%, 30%, 35% and 40% and Silica Fume (SF) at 5%, 10%, 15% and 20%replacement of Portland Cement (PC) CEM I 42.5 in SCC was used to evaluate the effect of types and quantity of powder additions on comp...

      In this paper, ASTM C 618 Class F Fly Ash (FA) at 25%, 30%, 35% and 40% and Silica Fume (SF) at 5%, 10%, 15% and 20%replacement of Portland Cement (PC) CEM I 42.5 in SCC was used to evaluate the effect of types and quantity of powder additions on compressive strength and permeations properties of SCC. To this end, eight types of SCC were designed, in comparison with Vibrated Traditional Concrete (VTC). The results indicated that SCC specimens with SF15 had the highest compressive strength with 73.87 MPa for 130 days. The sorptivity values of SCC specimens with FA and SF were lower than those of VTC specimens regardless of type and quantity of powder additions. On the other hand, the carbonation resistance of VTC was higher than that of SCC specimens containing both SF and FA for all accelerated carbonation periods. Consequently, it can be said that type and quantity of powder additions had an important effect on the correlation among the compressive strength and permeation properties of SCC.

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      참고문헌 (Reference)

      1 Claisse, P. A., "The properties and performance of high strength silica fume concrete" The University of Leeds 1988

      2 Goldman, A., "The influence of microfillers on enhancement of concrete strength" 23 (23): 962-972, 1993

      3 Gonen, T., "The influence of compaction pores on sorptivity and carbonation of concrete" 21 (21): 1040-1045, 2007

      4 Iyer, R. S., "The effect of water absorption and the role of fines on the yield stress of dense fly ash slurries" 29 (29): 765-767, 1999

      5 Khan, M. I., "Strength, permeability, and carbonation of high-performance concrete" 32 (32): 123-131, 2002

      6 Paulon, V. A., "Statistical analysis of the effect of mineral admixtures on the strength of the interfacial transition zone" 12 (12): 399-410, 2004

      7 ASTM, "Standard test method for slump of hydrauliccement concrete"

      8 ASTM, "Standard test method for compressive strength of cylindrical concrete specimens"

      9 ASTM, "Standard specifications for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in portland cement concrete"

      10 Bai, J., "Sorptivity and strength of aircured and water-cured PC-PFA-MK concrete and the influence of binder composition on carbonation depth" 32 (32): 1813-1821, 2002

      1 Claisse, P. A., "The properties and performance of high strength silica fume concrete" The University of Leeds 1988

      2 Goldman, A., "The influence of microfillers on enhancement of concrete strength" 23 (23): 962-972, 1993

      3 Gonen, T., "The influence of compaction pores on sorptivity and carbonation of concrete" 21 (21): 1040-1045, 2007

      4 Iyer, R. S., "The effect of water absorption and the role of fines on the yield stress of dense fly ash slurries" 29 (29): 765-767, 1999

      5 Khan, M. I., "Strength, permeability, and carbonation of high-performance concrete" 32 (32): 123-131, 2002

      6 Paulon, V. A., "Statistical analysis of the effect of mineral admixtures on the strength of the interfacial transition zone" 12 (12): 399-410, 2004

      7 ASTM, "Standard test method for slump of hydrauliccement concrete"

      8 ASTM, "Standard test method for compressive strength of cylindrical concrete specimens"

      9 ASTM, "Standard specifications for coal fly ash and raw or calcined natural pozzolan for use as a mineral admixture in portland cement concrete"

      10 Bai, J., "Sorptivity and strength of aircured and water-cured PC-PFA-MK concrete and the influence of binder composition on carbonation depth" 32 (32): 1813-1821, 2002

      11 Okamura, H., "Self-compacting high performance concrete" 2381-2388, 1995

      12 Ramezanianpour, A. A., "Properties and durability of pozzolanic cement mortars and concretes" The University of Leeds 1987

      13 Fischer, G. L., "Physical and morphological studies of size classified coal fly ash" 12 (12): 447-451, 1978

      14 Zhu, W., "Permeation properties of selfcompacting concrete" 33 (33): 921-926, 2003

      15 Concrete Society, "Permeability testing of site concrete - A review of methods and experience" 1988

      16 Khayat, K. H., "Performance of self-consolidating concrete used to repair parapet wall in Montreal" 475-481, 2002

      17 Khatib, J. M, "Performance of self-compacting concrete containing fly ash" 22 (22): 1963-1971, 2008

      18 Tragardh, J., "Microstructural features and related properties of SCC" 175-186, 1999

      19 Xincheng, P, "Investigation on pozzolanic effect of mineral additives in cement and concrete by specific strength index" 29 (29): 951-955, 1999

      20 Pane, I., "Investigation of blended cement hydration by isothermal calorimetry and thermal analysis" 35 (35): 1155-1164, 2005

      21 Demirbog˘ a, R, "Influence of mineral admixtures on thermal conductivity and compressive strength of mortar" 35 (35): 189-192, 2003

      22 Hui-sheng, S., "Influence of mineral admixtures on compressive strength, gas permeability and carbonation of high performance concrete" 23 (23): 1980-1985, 2009

      23 EFNARC, "European guidelines for self-compacting concrete:Specification, production and use"

      24 Assié, S., "Estimates of selfcompacting concrete ‘potential’ durability" 21 (21): 1909-1917, 2007

      25 Papadakis, V. G, "Effect of supplementary cementing materials on concrete resistance against carbonation and chloride ingress" 30 (30): 291-299, 2000

      26 Petrov, N., "Effect of stability of self-consolidating concrete on the distribution of steel corrosion characteristics along experimental wall elements" 441-450, 2001

      27 Jones, M. R., "Concrete containing ternary blended binders: resistance to chloride ingress and carbonation" 27 (27): 825-831, 1997

      28 Tasdemir, C, "Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete" 33 (33): 1637-1642, 2003

      29 "Cement - Part 1: Composition, specifications and conformity criteria for common cements"

      30 Kulakowski, M. P., "Carbonation-induced reinforcement corrosion in silica fume concrete" 23 (23): 1189-1195, 2009

      31 Thomas, M. D. A., "Carbonation of fly ash concrete" 44 (44): 217-228, 1992

      32 Byfors, K., "Carbonation of concrete with silica fume and fly ash" (4) : 26-35, 1985

      33 Paillere, A. M., "Carbonation of concrete with low-calciumfly ash and granulated blast furnace slag:Influence of air-entraining agents and freezing and thawing cycles" 541-562, 1986

      34 Ho, D. W. S, "Carbonation of concrete incorporating fly ash or a chemical admixture" 333-346, 1983

      35 Castro, P., "Carbonation of concrete in Mexico Gulf" 35 (35): 145-149, 2000

      36 Sulapha, P., "Carbonation of concrete containing mineral admixtures" 15 (15): 134-143, 2003

      37 Petersson, O., "Application of SCC for bridge casting" 318-327, 1998

      38 Atis, C. D, "Accelerated carbonation and testing of concrete made with fly ash" 17 (17): 147-152, 2003

      39 Güneyisi, E., "A study on durability properties of high-performance concretes incorporating high replacement levels of slag" 41 (41): 2008

      40 Khunthongkeaw, J., "A study on carbonation depth prediction for fly ash concrete" 20 (20): 744-753, 2006

      41 Jiang, L., "A model for predicting carbonation of highvolume fly ash concrete" 30 (30): 699-702, 2000

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      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
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      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-27 학술지명변경 한글명 : 대한토목학회 영문논문집 -> KSCE Journal of Civil Engineering KCI등재
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      2004-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2002-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.59 0.12 0.49
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.42 0.39 0.286 0.06
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