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Volumn 21, Issue 4, 2007, Pages 273-282

"Underlying" causes for settlement of bridge approach pavement systems

Author keywords

Backfills; Bridge abutments; Drainage; Erosion; Pavements

Indexed keywords

BACKFILL MATERIALS; FIELD STUDY; SETTLEMENT PROBLEMS;

EID: 34547143717     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2007)21:4(273)     Document Type: Article
Times cited : (51)

References (23)
  • 2
    • 3342915363 scopus 로고
    • CDOT-DTP-R-87-06, Colorado Dept. of Highways, Denver.
    • Ardani, A. (1987). " Bridge Approach Settlement.. " Rep. No. CDOT-DTP-R-87-06, Colorado Dept. of Highways, Denver.
    • (1987) Bridge Approach Settlement
    • Ardani, A.1
  • 4
    • 0344947517 scopus 로고
    • 678, Transportation Research Board, Washington, D.C.
    • Bozozuk, M. (1978). " Bridge foundation move.. " Transportation Research Record. 678, Transportation Research Board, Washington, D.C.
    • (1978) Bridge Foundation Move
    • Bozozuk, M.1
  • 5
    • 34547224122 scopus 로고    scopus 로고
    • Briaud, J. L., James, R. W., and Hoffman, S. B. (1997). NCHRP synthesis 234: Settlement of bridge approaches (the bump at the end of the bridge), Transportation Research Board, National Research Council, Washington, D.C.
    • (1997)
    • Briaud, J.L.1    James, R.W.2    Hoffman, S.B.3
  • 6
    • 0024911564 scopus 로고
    • 1234, Concrete and Construction: New Developments and Management, Transportation Research Board, Washington, D.C.
    • Buss, W. E. (1989). " Iowa flowable mortar saves bridges and culverts.. " Transportation Research Record. 1234, Concrete and Construction: New Developments and Management, Transportation Research Board, Washington, D.C., 30-34.
    • (1989) Iowa Flowable Mortar Saves Bridges and Culverts , pp. 30-34
    • Buss, W.E.1
  • 8
    • 0024857368 scopus 로고
    • Effect of geotextile on lateral pressure and deformation in highway embankments
    • Edgar, T. V., Puckett, J. A., and D'Spain, R. B. (1989). " Effect of geotextile on lateral pressure and deformation in highway embankments.. " Geotext. Geomembr., 8 (4), 275-306.
    • (1989) Geotext. Geomembr. , vol.8 , Issue.4 , pp. 275-306
    • Edgar, T.V.1    Puckett, J.A.2    D'Spain, R.B.3
  • 10
    • 0022799997 scopus 로고
    • Nonlinear analysis of integral abutment bridges
    • Greimann, L. F., Yang, P.-S., and Wolde-Tinsae, A. M. (1986). " Nonlinear analysis of integral abutment bridges.. " J. Struct. Eng., 112 (10), 2263-2280.
    • (1986) J. Struct. Eng. , vol.112 , Issue.10 , pp. 2263-2280
    • Greimann, L.F.1    Yang, P.-S.2    Wolde-Tinsae, A.M.3
  • 15
    • 34547231223 scopus 로고    scopus 로고
    • Purvis, R. (2003). NCHRP Synthesis 319: Bridge deck joint performance, Transportation Research Board, National Research Council, Washington, D.C.
    • (2003)
    • Purvis, R.1
  • 19
    • 34547195329 scopus 로고
    • Wahls, H. E. (1990). NCHRP Synthesis 159: Design and construction of bridge approaches, Transportation Research Board, National Research Council, Washington, D.C.
    • (1990)
    • Wahls, H.E.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.