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Volumn 37, Issue 7, 2007, Pages 1035-1046

De-icing salt scaling resistance of mechanically loaded engineered cementitious composites

Author keywords

Cracking; Engineered Cementitious Composites; Freezing and thawing; Scaling; Self healing

Indexed keywords

CRACK INITIATION; DUCTILITY; DURABILITY; FLY ASH; FREEZING; MORTAR; SALTS; THAWING;

EID: 34250761456     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2007.04.001     Document Type: Article
Times cited : (144)

References (28)
  • 2
    • 33645134013 scopus 로고    scopus 로고
    • Mechanism for salt scaling
    • Valenza J.J., and Scherer G.W. Mechanism for salt scaling. J. Am. Ceram. Soc. 89 4 (2006) 1161-1179
    • (2006) J. Am. Ceram. Soc. , vol.89 , Issue.4 , pp. 1161-1179
    • Valenza, J.J.1    Scherer, G.W.2
  • 3
    • 0043167849 scopus 로고
    • The deicer salt scaling deterioration of concrete - an overview
    • American Concrete Institute
    • Marchand J., Sellevold E.J., and Pigeon M. The deicer salt scaling deterioration of concrete - an overview. Durability of Concrete, SP-145 (1994), American Concrete Institute 1-46
    • (1994) Durability of Concrete, SP-145 , pp. 1-46
    • Marchand, J.1    Sellevold, E.J.2    Pigeon, M.3
  • 5
    • 0028199298 scopus 로고
    • Durability of concrete incorporating high volumes of fly ash from sources in the U.S.
    • Bilodeau A., Sivasundaram V., Painter K.E., and Malhotra V.M. Durability of concrete incorporating high volumes of fly ash from sources in the U.S. ACI Mater. J. 91 1 (1994) 3-12
    • (1994) ACI Mater. J. , vol.91 , Issue.1 , pp. 3-12
    • Bilodeau, A.1    Sivasundaram, V.2    Painter, K.E.3    Malhotra, V.M.4
  • 6
    • 0036874369 scopus 로고    scopus 로고
    • Mechanical properties and durability of concrete made with high-volume fly ash blended cement produced in cement plant
    • Bouzoubaa N., Fournier B., Malhotra V.M., and Golden D.M. Mechanical properties and durability of concrete made with high-volume fly ash blended cement produced in cement plant. ACI Mater. J. 99 6 (2002) 560-567
    • (2002) ACI Mater. J. , vol.99 , Issue.6 , pp. 560-567
    • Bouzoubaa, N.1    Fournier, B.2    Malhotra, V.M.3    Golden, D.M.4
  • 8
    • 0002546339 scopus 로고    scopus 로고
    • ECC-Tailored composites through micromechanical modeling
    • Banthia, et al. (Ed), CSCE, Montreal
    • Li V.C. ECC-Tailored composites through micromechanical modeling. In: Banthia, et al. (Ed). Fiber Reinforced Concrete: Present and the Future (1998), CSCE, Montreal 64-97
    • (1998) Fiber Reinforced Concrete: Present and the Future , pp. 64-97
    • Li, V.C.1
  • 9
    • 18144403802 scopus 로고    scopus 로고
    • On Engineered Cementitious Composites (ECC) - a review of the material and its applications
    • Li V.C. On Engineered Cementitious Composites (ECC) - a review of the material and its applications. J. Adv. Concr. Technol. 1 3 (2003) 215-230
    • (2003) J. Adv. Concr. Technol. , vol.1 , Issue.3 , pp. 215-230
    • Li, V.C.1
  • 10
    • 0035526411 scopus 로고    scopus 로고
    • Tensile strain-hardening behavior of PVA-ECC
    • Li V.C., Wang S., and Wu C. Tensile strain-hardening behavior of PVA-ECC. ACI Mater. J. 98 6 (2001) 483-492
    • (2001) ACI Mater. J. , vol.98 , Issue.6 , pp. 483-492
    • Li, V.C.1    Wang, S.2    Wu, C.3
  • 11
    • 0037399405 scopus 로고    scopus 로고
    • Development of a self-compacting ECC employing electrosteric dispersion/stabilization
    • Kong H.J., Bike S., and Li V.C. Development of a self-compacting ECC employing electrosteric dispersion/stabilization. Cem. Concr. Compos. 25 3 (2003) 301-309
    • (2003) Cem. Concr. Compos. , vol.25 , Issue.3 , pp. 301-309
    • Kong, H.J.1    Bike, S.2    Li, V.C.3
  • 12
    • 0344152266 scopus 로고    scopus 로고
    • Design of Engineered Cementitious Composites (ECC) suitable for wet-mix shotcreting
    • Kim Y.Y., Kong H.J., and Li V.C. Design of Engineered Cementitious Composites (ECC) suitable for wet-mix shotcreting. ACI Mater. J. 100 6 (2003) 511-518
    • (2003) ACI Mater. J. , vol.100 , Issue.6 , pp. 511-518
    • Kim, Y.Y.1    Kong, H.J.2    Li, V.C.3
  • 13
    • 0020195292 scopus 로고
    • Cracking-corrosion interaction in concrete exposed to marine environment
    • Mehta P.K., and Gerwick B.C. Cracking-corrosion interaction in concrete exposed to marine environment. Concr. Int. 4 10 (1982) 45-51
    • (1982) Concr. Int. , vol.4 , Issue.10 , pp. 45-51
    • Mehta, P.K.1    Gerwick, B.C.2
  • 14
    • 84916598396 scopus 로고    scopus 로고
    • Control of cracking in concrete structures
    • American Concrete Institute, Farmington Hills, Michigan
    • ACI Committee 224R-01. Control of cracking in concrete structures. ACI Manual of Concrete Practice, Part 3 (2001), American Concrete Institute, Farmington Hills, Michigan
    • (2001) ACI Manual of Concrete Practice, Part 3
    • ACI Committee 224R-011
  • 15
    • 34250782602 scopus 로고    scopus 로고
    • Long term durability of engineered cementitious composites
    • Lepech M.D., and Li V.C. Long term durability of engineered cementitious composites. Restor. Build. Monum. 12 2 (2006) 119-132
    • (2006) Restor. Build. Monum. , vol.12 , Issue.2 , pp. 119-132
    • Lepech, M.D.1    Li, V.C.2
  • 16
    • 0036767230 scopus 로고    scopus 로고
    • Interface tailoring for strain-hardening PVA-ECC
    • Li V.C., Wu C., Wang S., Ogawa A., and Saito T. Interface tailoring for strain-hardening PVA-ECC. ACI Mater. J. 99 5 (2002) 463-472
    • (2002) ACI Mater. J. , vol.99 , Issue.5 , pp. 463-472
    • Li, V.C.1    Wu, C.2    Wang, S.3    Ogawa, A.4    Saito, T.5
  • 22
    • 0030216919 scopus 로고    scopus 로고
    • Can microfibers prevent frost damage?
    • Pigeon M., Azzabi M., and Pleau R. Can microfibers prevent frost damage?. Cem. Concr. Res. 26 8 (1996) 1163-1170
    • (1996) Cem. Concr. Res. , vol.26 , Issue.8 , pp. 1163-1170
    • Pigeon, M.1    Azzabi, M.2    Pleau, R.3
  • 23
    • 0037399956 scopus 로고    scopus 로고
    • Freezing and de-icing salt resistance of blast furnace slag concretes
    • Deja J. Freezing and de-icing salt resistance of blast furnace slag concretes. Cem. Concr. Compos. 25 3 (2003) 357-361
    • (2003) Cem. Concr. Compos. , vol.25 , Issue.3 , pp. 357-361
    • Deja, J.1
  • 24
    • 0029515868 scopus 로고
    • SEM observations of the microstructure of frost deteriorated and self-healed concretes
    • Jacobsen S., Marchand J., and Hornain H. SEM observations of the microstructure of frost deteriorated and self-healed concretes. Cem. Concr. Res. 25 8 (1995) 1781-1790
    • (1995) Cem. Concr. Res. , vol.25 , Issue.8 , pp. 1781-1790
    • Jacobsen, S.1    Marchand, J.2    Hornain, H.3
  • 25
    • 0024888290 scopus 로고
    • Observations of healing of cracks in high-strength lightweight concrete
    • Mor A., Monteiro P.J.M., and Hester W.T. Observations of healing of cracks in high-strength lightweight concrete. Cem. Concr. Aggreg. 11 2 (1989) 121-125
    • (1989) Cem. Concr. Aggreg. , vol.11 , Issue.2 , pp. 121-125
    • Mor, A.1    Monteiro, P.J.M.2    Hester, W.T.3
  • 26
    • 0031098922 scopus 로고    scopus 로고
    • Permeability study of cracked concrete
    • Wang K., Jansen D., Shah S., and Karr A. Permeability study of cracked concrete. Cem. Concr. Res. 27 3 (1997) 381-393
    • (1997) Cem. Concr. Res. , vol.27 , Issue.3 , pp. 381-393
    • Wang, K.1    Jansen, D.2    Shah, S.3    Karr, A.4
  • 27
    • 0033167808 scopus 로고    scopus 로고
    • Water permeability and autogenous healing of cracks in concrete
    • Evardsen C. Water permeability and autogenous healing of cracks in concrete. ACI Mater. J. 96 4 (1999) 448-454
    • (1999) ACI Mater. J. , vol.96 , Issue.4 , pp. 448-454
    • Evardsen, C.1
  • 28
    • 0037799564 scopus 로고    scopus 로고
    • Permeability and self-healing of cracked concrete as a function of temperature and crack width
    • Reinhardt H.W., and Jooss M. Permeability and self-healing of cracked concrete as a function of temperature and crack width. Cem. Concr. Res. 33 7 (2003) 981-985
    • (2003) Cem. Concr. Res. , vol.33 , Issue.7 , pp. 981-985
    • Reinhardt, H.W.1    Jooss, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.