메뉴 건너뛰기




Volumn 62, Issue , 2014, Pages 38-46

New approach to proportion pervious concrete

Author keywords

Aggregate gradation; Conformity coefficient; Mechanical properties; Packing density; Permeability; Pervious concrete; Porosity

Indexed keywords

CONCRETES; LARGE SCALE SYSTEMS; MECHANICAL PERMEABILITY; MECHANICAL PROPERTIES; MIXTURES; POROSITY; TENSILE STRENGTH;

EID: 84908060863     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2014.03.025     Document Type: Review
Times cited : (140)

References (24)
  • 1
    • 17444381982 scopus 로고    scopus 로고
    • Aci Commitee 211 American Concrete Institute Farminton Hills, MI pp. 1-26
    • ACI Commitee 211 Guide for selecting proportions for no-slump concrete 2002 American Concrete Institute Farminton Hills, MI pp. 1-26
    • (2002) Guide for Selecting Proportions for No-slump Concrete
  • 2
    • 79961023599 scopus 로고    scopus 로고
    • Aci Commitee 522 American Concrete Institute Farmington Hills, MI pp. 1-38
    • ACI Commitee 522 Report on pervious concrete 2010 American Concrete Institute Farmington Hills, MI pp. 1-38
    • (2010) Report on Pervious Concrete
  • 3
    • 78650033602 scopus 로고    scopus 로고
    • Effect of aggregate size and gradation on pervious concrete mixtures
    • I.N. Andrew, and J.P. Bradley Effect of aggregate size and gradation on pervious concrete mixtures ACI Mater J 2010 625 631
    • (2010) ACI Mater J , pp. 625-631
    • Andrew, I.N.1    Bradley, J.P.2
  • 9
    • 33645761626 scopus 로고    scopus 로고
    • Pervious concrete mixes: The right ingredients and proportions are critical to success
    • M. Bury, and C. Mawby Pervious concrete mixes: the right ingredients and proportions are critical to success Concr Constr - World Concr 51 4 2006 37 40
    • (2006) Concr Constr - World Concr , vol.51 , Issue.4 , pp. 37-40
    • Bury, M.1    Mawby, C.2
  • 10
    • 79953901612 scopus 로고    scopus 로고
    • Pervious PCC compressive strength in the laboratory and the field: The effects of aggregate properties and compactive effort
    • Nashville
    • Crouch LK, Nathan S, Adam CW, Tim RD, Alan S. Pervious PCC compressive strength in the laboratory and the field: the effects of aggregate properties and compactive effort. In: Proceedings of concrete technology forum. Nashville; 2006. p. 1-13.
    • (2006) Proceedings of Concrete Technology Forum , pp. 1-13
    • Crouch, L.K.1    Nathan, S.2    Adam, C.W.3    Tim, R.D.4    Alan, S.5
  • 12
    • 84879337131 scopus 로고    scopus 로고
    • Preliminary field testing: Urban heat Island impacts and pervious concrete
    • National Ready Mixed Concrete Association Denver, CO
    • L. Haselbach, and A. Gaither Preliminary field testing: urban heat Island impacts and pervious concrete Focus on sustainable development 2008 National Ready Mixed Concrete Association Denver, CO 11
    • (2008) Focus on Sustainable Development , pp. 11
    • Haselbach, L.1    Gaither, A.2
  • 13
    • 66049141924 scopus 로고    scopus 로고
    • Pervious concrete mixture proportions for improved freeze-thaw durability
    • 12 pp.
    • J.T. Kevern, V.R. Schaefer, K. Wang, and M.T. Suleiman Pervious concrete mixture proportions for improved freeze-thaw durability J ASTM Int 5 2 2008 JAI101320 12 pp.
    • (2008) J ASTM Int , vol.5 , Issue.2 , pp. 101320
    • Kevern, J.T.1    Schaefer, V.R.2    Wang, K.3    Suleiman, M.T.4
  • 14
    • 66049141924 scopus 로고    scopus 로고
    • Pervious concrete mixture proportions for improved freeze-thaw durability
    • J.T. Kevern, V.R. Schaefer, K. Wang, and M.T. Suleiman Pervious concrete mixture proportions for improved freeze-thaw durability J ASTM Int 5 2 2008
    • (2008) J ASTM Int , vol.5 , Issue.2
    • Kevern, J.T.1    Schaefer, V.R.2    Wang, K.3    Suleiman, M.T.4
  • 15
    • 76649118423 scopus 로고    scopus 로고
    • Temperature behavior of pervious concrete systems
    • J.T. Kevern, V.R. Schaefer, and K. Wang Temperature behavior of pervious concrete systems Trans Res Record 2098 2009 94 101
    • (2009) Trans Res Record , vol.2098 , pp. 94-101
    • Kevern, J.T.1    Schaefer, V.R.2    Wang, K.3
  • 16
    • 0017015833 scopus 로고
    • No-fine concrete - Its properties and applications
    • V.M. Malhotra No-fine concrete - its properties and applications J Am Concr Inst 73 11 1976 628 644
    • (1976) J Am Concr Inst , vol.73 , Issue.11 , pp. 628-644
    • Malhotra, V.M.1
  • 17
    • 3042673282 scopus 로고    scopus 로고
    • Influence of aggregate size and gradation on acoustic absorption of enhanced porosity concrete
    • A. Marolf, N. Neithalath, E. Sell, K. Wegner, J. Weiss, and J. Olek Influence of aggregate size and gradation on acoustic absorption of enhanced porosity concrete ACI Mater J 101 1 2004 82 91
    • (2004) ACI Mater J , vol.101 , Issue.1 , pp. 82-91
    • Marolf, A.1    Neithalath, N.2    Sell, E.3    Wegner, K.4    Weiss, J.5    Olek, J.6
  • 18
    • 0024067279 scopus 로고
    • No-fines pervious concrete for paving
    • R.C. Meininger No-fines pervious concrete for paving Concr Int 10 8 1988 20 27
    • (1988) Concr Int , vol.10 , Issue.8 , pp. 20-27
    • Meininger, R.C.1
  • 20
    • 84940234807 scopus 로고    scopus 로고
    • NRMCA [consulted 05.04.2012]
    • NRMCA. Pervious Concrete in: 2012. < http://www.perviouspavement.org/ index.html > [consulted 05.04.2012].
    • Pervious Concrete In: 2012
  • 21
    • 33746685524 scopus 로고    scopus 로고
    • Portland Cement Association and the National Ready Mixed Concrete Association
    • T.D. Paul, L.L. Michael, and A.J. David Pervious concrete pavements 2004 Portland Cement Association and the National Ready Mixed Concrete Association p. 32
    • (2004) Pervious Concrete Pavements , pp. 32
    • Paul, T.D.1    Michael, L.L.2    David, A.J.3
  • 24
    • 0037352877 scopus 로고    scopus 로고
    • Experimental study on properties of pervious concrete pavement materials
    • J. Yang, and G. Jiang Experimental study on properties of pervious concrete pavement materials Cement Concr Res 33 3 2003 381 386.
    • (2003) Cement Concr Res , vol.33 , Issue.3 , pp. 381-386
    • Yang, J.1    Jiang, G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.