메뉴 건너뛰기




Volumn 15, Issue 6, 2010, Pages 695-704

Selection of durable closure pour materials for accelerated bridge construction

Author keywords

Accelerated construction; Chloride penetration; Closure pour materials; Freezing and thawing durability; Grout; HPC; Performance criteria; Shrinkage

Indexed keywords

ACCELERATED CONSTRUCTION; CHLORIDE PENETRATION; CLOSURE POUR MATERIALS; GROUT; HPC; PERFORMANCE CRITERION;

EID: 77955752973     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000106     Document Type: Article
Times cited : (17)

References (20)
  • 4
    • 84856717040 scopus 로고    scopus 로고
    • " Re No. 0-4085-5, Center for Transportation Research, Texas Dept. of Transportation, Austin, Tex
    • Folliard, K. J., (2006). " Preventing ASR/DEF in new concrete: Final report.." Rep. No. 0-4085-5, Center for Transportation Research, Texas Dept. of Transportation, Austin, Tex.
    • (2006) Preventing ASR/DEF in New Concrete: Final Report
    • Folliard, K.J.1
  • 5
    • 42449123309 scopus 로고    scopus 로고
    • Chloride ion transport in bridge deck concrete under different curing durations
    • DOI 10.1061/(ASCE)1084-0702(2008)13:3(218)
    • Ghanem, H., Phelan, S., Senadheera, S., and Pruski, K. (2008). " Chloride ion transport in bridge deck concrete under different curing durations.." J. Bridge Eng. JBENF2 1084-0702, 13 (3), 218-225. 10.1061/(ASCE)1084-0702(2008)13:3(218) (Pubitemid 351561413)
    • (2008) Journal of Bridge Engineering , vol.13 , Issue.3 , pp. 218-225
    • Ghanem, H.1    Phelan, S.2    Senadheera, S.3    Pruski, K.4
  • 6
    • 0007547783 scopus 로고
    • Chloride threshold levels for corrosion induced deterioration of steel in concrete
    • RILEM, Bagneux, France
    • Glass, G. K., and Buenfeld, N. R. (1995). " Chloride threshold levels for corrosion induced deterioration of steel in concrete.." Chloride Penetration into Concrete, Proc., Int. RILEM Workshop, RILEM, Bagneux, France, 429-440.
    • (1995) Chloride Penetration into Concrete, Proc., Int. RILEM Workshop , pp. 429-440
    • Glass, G.K.1    Buenfeld, N.R.2
  • 7
    • 0030086434 scopus 로고    scopus 로고
    • High-performance concrete defined for highway structures
    • " CNCIEH 0162-4075
    • Goodspeed, C. H., Vanikar, S., and Cook, R. A. (1996). " High-performance concrete defined for highway structures.." Concr. Int. CNCIEH 0162-4075, 18 (2), 62-67.
    • (1996) Concr. Int. , vol.18 , Issue.2 , pp. 62-67
    • Goodspeed, C.H.1    Vanikar, S.2    Cook, R.A.3
  • 8
    • 0031141020 scopus 로고    scopus 로고
    • Use of composite testing for evaluation of keyway grout for precast prestressed bridge beams
    • AMAJEF 0889-325X
    • Gulyas, R. J., and Champa, J. T. (1997). " Use of composite testing for evaluation of keyway grout for precast prestressed bridge beams.." ACI Mater. J. AMAJEF 0889-325X, 94 (3), 244-250.
    • (1997) ACI Mater. J. , vol.94 , Issue.3 , pp. 244-250
    • Gulyas, R.J.1    Champa, J.T.2
  • 9
    • 0029203084 scopus 로고
    • Evaluation of keyway grout test methods for precast concrete bridges
    • " PCIJEE 0887-9672
    • Gulyas, R. J., Wirthlin, G. J., and Champa, J. T. (1995). " Evaluation of keyway grout test methods for precast concrete bridges.." PCI J. PCIJEE 0887-9672, 40 (1), 44-57.
    • (1995) PCI J. , vol.40 , Issue.1 , pp. 44-57
    • Gulyas, R.J.1    Wirthlin, G.J.2    Champa, J.T.3
  • 10
    • 0041375594 scopus 로고    scopus 로고
    • Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems
    • " PCIJEE 0887-9672
    • Issa, M. A., Ribeiro do Valle, C. L., Abdalla, H. A., Islam, S., and Issa, M. A. (2003). " Performance of transverse joint grout materials in full-depth precast concrete bridge deck systems.." PCI J. PCIJEE 0887-9672, 48 (4), 92-103.
    • (2003) PCI J. , vol.48 , Issue.4 , pp. 92-103
    • Issa, M.A.1    Ribeiro Do Valle, C.L.2    Abdalla, H.A.3    Islam, S.4    Issa, M.A.5
  • 12
    • 77951237891 scopus 로고    scopus 로고
    • Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept development
    • " JBENF2 1084-0702, (),. 10.1061/(ASCE)BE.1943-5592.0000067
    • Li, L., Ma, Z., Griffey, M. E., and Oesterle, R. G. (2010). " Improved longitudinal joint details in decked bulb tees for accelerated bridge construction: Concept development.." J. Bridge Eng. JBENF2 1084-0702, 15 (3), 327-336. 10.1061/(ASCE)BE.1943-5592.0000067
    • (2010) J. Bridge Eng. , vol.15 , Issue.3 , pp. 327-336
    • Li, L.1    Ma, Z.2    Griffey, M.E.3    Oesterle, R.G.4
  • 14
    • 21644473392 scopus 로고    scopus 로고
    • Behavior of horizontal shear connections for full-depth precast concrete bridge decks on prestressed I-girders
    • Menkulasi, F., and Roberts-Wollmann, C. L. (2005). " Behavior of horizontal shear connections for full-depth precast concrete bridge decks on prestressed I-Girders.." PCI J. PCIJEE 0887-9672, 50 (3), 60-73. (Pubitemid 40926088)
    • (2005) PCI Journal , vol.50 , Issue.3 , pp. 60-73
    • Menkulasi, F.1    Roberts-Wollmann, C.L.2
  • 15
    • 0022685977 scopus 로고
    • Precast bridge deck design system
    • PCIJEE 0887-9672
    • Mrinmay, B. (1986). " Precast bridge deck design system.." PCI J. PCIJEE 0887-9672, 31 (2), 40-86.
    • (1986) PCI J. , vol.31 , Issue.2 , pp. 40-86
    • Mrinmay, B.1
  • 16
    • 0030081912 scopus 로고    scopus 로고
    • Joints grouting in Alaskan bridges and dock decks
    • CNCIEH 0162-4075
    • Nottingham, D. (1996). " Joints grouting in Alaskan bridges and dock decks.." Concr. Int. CNCIEH 0162-4075, 18 (2), 45-48.
    • (1996) Concr. Int. , vol.18 , Issue.2 , pp. 45-48
    • Nottingham, D.1
  • 18
    • 77955245452 scopus 로고    scopus 로고
    • Revising high performance concrete classifications
    • CNCIEH 0162-4075
    • Russell, H. G., and Ozyildirim, H. C. (2006). " Revising high performance concrete classifications.." Concr. Int. CNCIEH 0162-4075, 28 (8), 43-49.
    • (2006) Concr. Int. , vol.28 , Issue.8 , pp. 43-49
    • Russell, H.G.1    Ozyildirim, H.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.