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Volumn , Issue 186, 2009, Pages 482-489

A literature review on behavior of scoured piles under bridges

Author keywords

[No Author keywords available]

Indexed keywords

ANALYSIS METHOD; BANK MATERIALS; BRIDGE FAILURES; BRIDGE FOUNDATION; FLOWING WATERS; LATERALLY LOADED PILE; LITERATURE REVIEWS; NATURAL PHENOMENA; PRACTICAL DESIGN METHOD; STREAMBEDS; SYSTEMATIC INVESTIGATIONS;

EID: 69949145196     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/41022(336)62     Document Type: Conference Paper
Times cited : (18)

References (24)
  • 1
    • 0018007556 scopus 로고
    • The behavior of axially and latterly loaded single piles embedded in non-homogeneous soils
    • Banerjee, P.K. and Davies, T.G. (1978). The behavior of axially and latterly loaded single piles embedded in non-homogeneous soils. Geotechnique, 28(3), 309-326.
    • (1978) Geotechnique , vol.28 , Issue.3 , pp. 309-326
    • Banerjee, P.K.1    Davies, T.G.2
  • 4
    • 34247229762 scopus 로고    scopus 로고
    • Bridge pile bent number of piles and X-bracing system: Impact on pushover capacity as scour increases
    • 2007
    • Daniels, H.D., Ramey, G.E., and Hughes, M.L. (2007a). Bridge pile bent number of piles and x-bracing system: impact on pushover capacity as scour increases. Practice Periodical on Structural Design and Construction, 2007, 12(2), 82-95.
    • (2007) Practice Periodical on Structural Design and Construction , vol.12 , Issue.2 , pp. 82-95
    • Daniels, H.D.1    Ramey, G.E.2    Hughes, M.L.3
  • 5
    • 34247267215 scopus 로고    scopus 로고
    • Effects of bridge pile bent geometry and levels of scour and P loads on bent pushover loads in exiseme flood/scour events
    • 2007
    • Daniels, H.D., Ramey, G.E., and Hughes, M.L. (2007b). Effects of bridge pile bent geometry and levels of scour and P loads on bent pushover loads in extreme flood/scour events. Practice Periodical on Structural Design and Construction, 2007, 12(2), 122-134.
    • (2007) Practice Periodical on Structural Design and Construction , vol.12 , Issue.2 , pp. 122-134
    • Daniels, H.D.1    Ramey, G.E.2    Hughes, M.L.3
  • 10
    • 0018431260 scopus 로고
    • Static and dynamic laterally loaded floating piles
    • Kuhlemeyer, R.L. (1979). Static and dynamic laterally loaded floating piles. Journal of Geotechnical Engineering, 105(2), 289-304.
    • (1979) Journal of Geotechnical Engineering , vol.105 , Issue.2 , pp. 289-304
    • Kuhlemeyer, R.L.1
  • 14
    • 0004183291 scopus 로고    scopus 로고
    • Water Resources Publications, Highlands Ranch, Colorado
    • Melville, B.W. and Coleman, S.E. (2000). Bridge Scour. Water Resources Publications, Highlands Ranch, Colorado.
    • (2000) Bridge Scour
    • Melville, B.W.1    Coleman, S.E.2
  • 15
    • 0000652324 scopus 로고
    • Behavior of laterally loaded piles. I: Single piles
    • Poulos, H.G. (1971a). Behavior of laterally loaded piles. I: single piles. Journal of Soil Mechanics and Foundation, 97(5), 711-731.
    • (1971) Journal of Soil Mechanics and Foundation , vol.97 , Issue.5 , pp. 711-731
    • Poulos, H.G.1
  • 16
    • 0000652324 scopus 로고
    • Behavior of laterally loaded piles. II: Pile groups
    • Poulos, H.G. (1971b). Behavior of laterally loaded piles. II: pile groups. Journal of Soil Mechanics and Foundation, 97(5), 733-751.
    • (1971) Journal of Soil Mechanics and Foundation , vol.97 , Issue.5 , pp. 733-751
    • Poulos, H.G.1
  • 17
    • 69949160657 scopus 로고    scopus 로고
    • Ground movements - A hidden source of loading on deep foundations
    • Poulos, H.G. (2007). Ground movements - a hidden source of loading on deep foundations. The Journal of the Deep Foundations Institute, 1(1), 37-53.
    • (2007) Journal of the Deep Foundations Institute , vol.1 , Issue.1 , pp. 37-53
    • Poulos, H.G.1
  • 18
    • 0019581419 scopus 로고
    • The response of flexible piles to lateral loading
    • Randolph, M.F. (1981). The response of flexible piles to lateral loading. Geotechnique, 31(2), 247-259.
    • (1981) Geotechnique , vol.31 , Issue.2 , pp. 247-259
    • Randolph, M.F.1
  • 20
    • 0016429043 scopus 로고
    • Field testing and analysis of laterally loaded pile in stiff clay
    • Houston, Texas
    • Reese, L.C., Cox, W.R., and Koop, F.D. (1974). Field testing and analysis of laterally loaded pile in stiff clay. Proc., 7th Offshore Technology Conference, Houston, Texas, 2, 671-690.
    • (1974) Proc., 7th Offshore Technology Conference , vol.2 , pp. 671-690
    • Reese, L.C.1    Cox, W.R.2    Koop, F.D.3
  • 21
    • 69949158033 scopus 로고    scopus 로고
    • A program for the analysis of piles and drilled shafts under lateral loads
    • ENSOFT, Inc., Houston, USA
    • Reese, L., Wang, S.T., and Isenhowe, W.M. (2006). A program for the analysis of piles and drilled shafts under lateral loads. LPILE+5.0 Manual, ENSOFT, Inc., Houston, USA.
    • (2006) LPILE+5.0 Manual
    • Reese, L.1    Wang, S.T.2    Isenhowe, W.M.3
  • 22
    • 0024628429 scopus 로고
    • Laterally loaded piles in a layered elastic medium [J]
    • Verruijt, A. and Kooijman, A.P. (1989). Laterally loaded piles in a layered elastic medium [J]. Geotechnique, 39(1), 39-46.
    • (1989) Geotechnique , vol.39 , Issue.1 , pp. 39-46
    • Verruijt, A.1    Kooijman, A.P.2
  • 23
    • 4544303735 scopus 로고    scopus 로고
    • Analysis of recent bridge failures in the United States
    • DOI 10.1061/(ASCE)0887-3828(2003)17:3(144)
    • Wardhana, K. and Hadipriono, F.C. (2003). Analysis of recent bridge failures in the United States. Journal of Performance of Constructed Facilities, 17(3), 144-150. (Pubitemid 40285555)
    • (2003) Journal of Performance of Constructed Facilities , vol.17 , Issue.3 , pp. 144-150
    • Wardhana, K.1    Hadipriono, F.C.2
  • 24
    • 34248670862 scopus 로고    scopus 로고
    • Effects of riverbed scouring depth on the seismic response of bridges on pile foundations
    • Ye, A.J., Zhang, X.G., and Liu, W.A. (2007). Effects of riverbed scouring depth on the seismic response of bridges on pile foundations. China Civil Engineering Journal, 40(3), 58-61 (In Chinese).
    • (2007) China Civil Engineering Journal, (In Chinese) , vol.40 , Issue.3 , pp. 58-61
    • Ye, A.J.1    Zhang, X.G.2    Liu, W.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.