메뉴 건너뛰기




Volumn 37, Issue 4, 2009, Pages 337-342

The effect of curing regime on pervious concrete abrasion resistance

Author keywords

Curing; Durability; Pervious concrete; Stormwater management

Indexed keywords

ABRASION RESISTANCE; CURING METHODS; PERVIOUS CONCRETE; ROTARY CUTTERS; SOYBEAN OIL; STORMWATER MANAGEMENT; SURFACE ABRASION; 'CURRENT; CURING; CURING REGIMES; HIGH FLEXURAL STRENGTH; HIGH STRENGTH CONCRETES; STORMWATER MANAGEMENTS;

EID: 68649095687     PISSN: 00903973     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (26)

References (19)
  • 2
    • 66549127533 scopus 로고    scopus 로고
    • Mix Design Development for Portland Cement Pervious Concrete in Cold Weather Climates,
    • M.S. thesis, Iowa State University
    • Kevern, J. T., "Mix Design Development for Portland Cement Pervious Concrete in Cold Weather Climates," M.S. thesis, Iowa State University, 2006.
    • (2006)
    • Kevern, J.T.1
  • 3
    • 72849130102 scopus 로고    scopus 로고
    • Portland Cement Pervious Concrete: Field Performance Investigation on Parking Lot and Roadway Pavements,
    • Silver Springs, MD
    • Delatte, N., Miller, D., and Mrkajic, M., "Portland Cement Pervious Concrete: Field Performance Investigation on Parking Lot and Roadway Pavements," Final Report of the RMC Research and Education Foundation, Silver Springs, MD, 2007 (http://www.rmc-foundation.org/newsite/images/ Long%20Term%20Field%20Performance%20of%20Pervious%20Final%20Report.pdf).
    • (2007) Final Report of the RMC Research and Education Foundation
    • Delatte, N.1    Miller, D.2    Mrkajic, M.3
  • 4
    • 33646708683 scopus 로고    scopus 로고
    • Evaluation of Pavement Curing Effectiveness and Curing Effects on Concrete Properties
    • Wang, K., Cable, J. K., and Zhi, G., "Evaluation of Pavement Curing Effectiveness and Curing Effects on Concrete Properties," J. Mater. Civ. Eng., Vol. 18, 2006, pp. 377-389.
    • (2006) J. Mater. Civ. Eng , vol.18 , pp. 377-389
    • Wang, K.1    Cable, J.K.2    Zhi, G.3
  • 5
    • 0004299427 scopus 로고    scopus 로고
    • American Concrete Institute ACI, ACI 3089-2, American Concrete Institute, Detroit
    • American Concrete Institute (ACI), Standard Practice for Curing Concrete, ACI 3089-2, American Concrete Institute, Detroit, 2000.
    • (2000) Standard Practice for Curing Concrete
  • 6
    • 68649107575 scopus 로고    scopus 로고
    • ASTM Standard C78, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third Point Loading), Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2002, 4, No. 2.
    • ASTM Standard C78, "Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third Point Loading)," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2002, Vol. 4, No. 2.
  • 7
    • 68649112838 scopus 로고    scopus 로고
    • ASTM Standard C944, Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotary-Cutter Method, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 1999, 4, No. 2.
    • ASTM Standard C944, "Standard Test Method for Abrasion Resistance of Concrete or Mortar Surfaces by the Rotary-Cutter Method," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 1999, Vol. 4, No. 2.
  • 8
    • 0742289987 scopus 로고    scopus 로고
    • An Experimental Study on the Water-Purification Properties of Porous Concrete
    • Park, S., and Tia, M., "An Experimental Study on the Water-Purification Properties of Porous Concrete," Cem. Concr. Res.,Vol. 34, 2004, pp. 177-184.
    • (2004) Cem. Concr. Res , vol.34 , pp. 177-184
    • Park, S.1    Tia, M.2
  • 9
    • 33746673689 scopus 로고    scopus 로고
    • A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete
    • paper ID
    • Montes, F., Valavala, S., and Haselbach, L. M., "A New Test Method for Porosity Measurements of Portland Cement Pervious Concrete," J. ASTM Int., Vol. 2, 2005, paper ID JAI12931.
    • (2005) J. ASTM Int , vol.2
    • Montes, F.1    Valavala, S.2    Haselbach, L.M.3
  • 10
    • 68649118836 scopus 로고    scopus 로고
    • Mix Design Determination for Freeze-Thaw Resistant Portland Cement Pervious Concrete,
    • M.S. thesis, Iowa State University
    • Kevern, J. T., "Mix Design Determination for Freeze-Thaw Resistant Portland Cement Pervious Concrete," M.S. thesis, Iowa State University, 2006.
    • (2006)
    • Kevern, J.T.1
  • 11
    • 68649094480 scopus 로고    scopus 로고
    • Pervious Concrete
    • American Concrete Institute ACI, ACI, Farmington Hills, MI
    • American Concrete Institute (ACI), Pervious Concrete, ACI 522 Committee Report, ACI, Farmington Hills, MI, 2006.
    • (2006) Committee Report , vol.ACI 522
  • 15
    • 68649109358 scopus 로고    scopus 로고
    • ASTM Standard C192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2003, 4, No. 2.
    • ASTM Standard C192, "Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory," Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA, 2003, Vol. 4, No. 2.
  • 18
    • 84869694649 scopus 로고    scopus 로고
    • Iowa State University of Science and Technology ISU, Iowa State University, Ames, IA
    • Iowa State University of Science and Technology (ISU), Iowa Environmental Mesonet, Iowa State University Department of Agronomy, Iowa State University, Ames, IA, 2006 (http://mesonet.agron.iastate.edu/index.phtml).
    • (2006) Iowa Environmental Mesonet, Iowa State University Department of Agronomy
  • 19
    • 66049141924 scopus 로고    scopus 로고
    • Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability
    • paper ID
    • Kevern, J. T, Schaefer, V R., Wang, K., and Suleiman, M. X, "Pervious Concrete Mixture Proportions for Improved Freeze-Thaw Durability," J. ASTM Int., Vol. 5,2008, paper ID JAI101320
    • (2008) J. ASTM Int , vol.5
    • Kevern, J.T.1    Schaefer, V.R.2    Wang, K.3    Suleiman, M.X.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.