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Volumn 123, Issue 12, 1997, Pages 1153-1161

Evaluation of laterally loaded pile group at Roosevelt Bridge

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGES; COMPUTER AIDED ANALYSIS; CRACK PROPAGATION; PRESTRESSED CONCRETE; SAND; STRAIN GAGES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0031407873     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1997)123:12(1153)     Document Type: Article
Times cited : (128)

References (15)
  • 2
    • 0000015529 scopus 로고
    • Lateral load behavior of pile group in sand
    • ASCE
    • Brown, D. A., Morrison, C., and Reese, L. (1988). "Lateral load behavior of pile group in sand." J. Geotech. Engrg., ASCE, 114(11), 1261-1276.
    • (1988) J. Geotech. Engrg. , vol.114 , Issue.11 , pp. 1261-1276
    • Brown, D.A.1    Morrison, C.2    Reese, L.3
  • 3
    • 0008318939 scopus 로고
    • Behavior of a large-scale pile group subjected to cyclic lateral loading
    • U.S. Army Corps of Engrs., Austin, Tex.
    • Brown, D. A., and Reese, L. (1988). "Behavior of a large-scale pile group subjected to cyclic lateral loading." Miscellaneous Paper GL88-2, U.S. Army Corps of Engrs., Austin, Tex.
    • (1988) Miscellaneous Paper GL88-2
    • Brown, D.A.1    Reese, L.2
  • 4
    • 0542441296 scopus 로고
    • Analysis of load deflection response of laterally loaded piers using DMT
    • A. A. Balkema, Rotterdam, The Netherlands
    • Gabr, M. A., and Borden, R. (1988). "Analysis of load deflection response of laterally loaded piers using DMT." Penetration testing 1988. ISOPT-1. A. A. Balkema, Rotterdam, The Netherlands, 513-520.
    • (1988) Penetration Testing 1988. ISOPT-1 , pp. 513-520
    • Gabr, M.A.1    Borden, R.2
  • 7
    • 0029416488 scopus 로고
    • Lateral response of three row groups in loose to dense sands at 3D and 5D spacing
    • ASCE
    • McVay, M., Casper, R., and Shang, T. (1995). "Lateral response of three row groups in loose to dense sands at 3D and 5D spacing." J. Geotech. Engrg., ASCE, 121(5), 436-441.
    • (1995) J. Geotech. Engrg. , vol.121 , Issue.5 , pp. 436-441
    • McVay, M.1    Casper, R.2    Shang, T.3
  • 8
    • 85033180267 scopus 로고    scopus 로고
    • Development of a coupled bridge superstructure-foundation finite element code
    • Florida Dept. of Transp., Gainesville, Fla.
    • McVay, M., Hays, C., and Hoit, M. (1996a). "Development of a coupled bridge superstructure-foundation finite element code." Final Rep., State Proj. No. 99700-7564-010. Florida Dept. of Transp., Gainesville, Fla.
    • (1996) Final Rep., State Proj. No. 99700-7564-010
    • McVay, M.1    Hays, C.2    Hoit, M.3
  • 9
    • 2942626299 scopus 로고    scopus 로고
    • Dept. of Civ. Engrg., Univ. of Florida, Gainesville
    • McVay, M., Hays, C., and Hoit, M. (1996b). User's manual for Florida pier, Version 5.1. Dept. of Civ. Engrg., Univ. of Florida, Gainesville. (WWW.DOT.STATE.FL.US/BUSINESS/STRUCTUR/PROGRAMS/ FPDISK1.ZIP).
    • (1996) User's Manual for Florida Pier, Version 5.1
    • McVay, M.1    Hays, C.2    Hoit, M.3
  • 10
    • 0003898431 scopus 로고
    • An evaluation of p-y relationships in sands
    • Dept. of Civ. Engrg., Univ. of Houston, Tex.
    • O'Neill, N. W., and Murchison, J. M. (1983). "An evaluation of p-y relationships in sands." Res. Rep. No. GT-DF02-83. Dept. of Civ. Engrg., Univ. of Houston, Tex.
    • (1983) Res. Rep. No. GT-DF02-83
    • O'Neill, N.W.1    Murchison, J.M.2
  • 12
    • 0024622975 scopus 로고
    • Design of laterally loaded driven piles using the flat dilatometer
    • Robertson, P. K., Davies, M. P., and Campanella, R. G. (1989). "Design of laterally loaded driven piles using the flat dilatometer." Geotech. Testing J., 12(1), 30-39.
    • (1989) Geotech. Testing J. , vol.12 , Issue.1 , pp. 30-39
    • Robertson, P.K.1    Davies, M.P.2    Campanella, R.G.3
  • 14
    • 3643138561 scopus 로고    scopus 로고
    • "Prediction of lateral load response for a pile group." Design and analysis of foundations and sand liquefaction
    • Transp. Res. Board, Washington, D.C.
    • Ruesta, P. F., and Townsend, F. C. (1997). "Prediction of lateral load response for a pile group." Design and analysis of foundations and sand liquefaction. TRB Rec. No. 1569. Transp. Res. Board, Washington, D.C., 36-47.
    • (1997) TRB Rec. No. 1569 , pp. 36-47
    • Ruesta, P.F.1    Townsend, F.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.