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Volumn 122, Issue 12, 1996, Pages 1015-1017

Difference between load-transfer relationships for laterally loaded pile groups: Active p-y or passive p-δ

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; LOADING; PILE GROUP EFFECT; PILE RESPONSE;

EID: 0030390725     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9410(1996)122:12(1015)     Document Type: Article
Times cited : (32)

References (12)
  • 1
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    • Recommended practice for planning, designing and constructing fixed offshore platforms
    • Washington, D.C.
    • American Petroleum Institute (API). (1987). "Recommended practice for planning, designing and constructing fixed offshore platforms." API-RP2A, 17th Ed., Washington, D.C.
    • (1987) API-RP2A, 17th Ed.
  • 2
    • 0017529034 scopus 로고
    • Theoretical study of lateral reaction mechanism of piles
    • London, England
    • Baguelin, F. J., Frank, R. A., and Said, Y. (1977). "Theoretical study of lateral reaction mechanism of piles. "Geótechnique, London, England, 27(3), 405-434.
    • (1977) Geótechnique , vol.27 , Issue.3 , pp. 405-434
    • Baguelin, F.J.1    Frank, R.A.2    Said, Y.3
  • 4
    • 0026304731 scopus 로고
    • Some numerical experiments with a three dimensional finite element model of a laterally loaded pile
    • Brown, D. A., and Shie, C.-F. (1992). "Some numerical experiments with a three dimensional finite element model of a laterally loaded pile." Comp. and Geotechnics, 12, 149-162.
    • (1992) Comp. and Geotechnics , vol.12 , pp. 149-162
    • Brown, D.A.1    Shie, C.-F.2
  • 5
    • 0021518573 scopus 로고
    • Response of piles and casings to horizontal free-field soil displacements
    • Ottawa, Canada
    • Byrne, P. M., Anderson, D. L., and Janzen, W. (1984). "Response of piles and casings to horizontal free-field soil displacements." Can. Geotech. J., Ottawa, Canada, 21, 720-725.
    • (1984) Can. Geotech. J. , vol.21 , pp. 720-725
    • Byrne, P.M.1    Anderson, D.L.2    Janzen, W.3
  • 6
    • 0027788845 scopus 로고
    • Analysis of pile-soil interaction under lateral loading using infinite and finite elements
    • Chen, L., and Poulos, H. G. (1993). "Analysis of pile-soil interaction under lateral loading using infinite and finite elements." Comp. and Geotechnics, 15, 189-220.
    • (1993) Comp. and Geotechnics , vol.15 , pp. 189-220
    • Chen, L.1    Poulos, H.G.2
  • 7
    • 18144427047 scopus 로고
    • Design of piles subjected to lateral pressures in soft soils
    • Gdanśk, Poland
    • Frank, R. A. (1981). "Design of piles subjected to lateral pressures in soft soils." Colloquy of Jablonna, Gdanśk, Poland.
    • (1981) Colloquy of Jablonna
    • Frank, R.A.1
  • 8
    • 0000652324 scopus 로고
    • Behavior of laterally loaded piles: I-single piles, and II-pile groups
    • ASCE
    • Poulos, H. G. (1971). "Behavior of laterally loaded piles: I-single piles, and II-pile groups." JSMFD, ASCE, 97(5), 711-731, 733-751.
    • (1971) JSMFD , vol.97 , Issue.5 , pp. 711-731
    • Poulos, H.G.1
  • 9
    • 0015626705 scopus 로고
    • Analysis of piles in soil undergoing lateral movement
    • ASCE
    • Poulos, H. G. (1973). "Analysis of piles in soil undergoing lateral movement." JSMFD, ASCE, 99(5), 391-405.
    • (1973) JSMFD , vol.99 , Issue.5 , pp. 391-405
    • Poulos, H.G.1
  • 10
    • 0019581419 scopus 로고
    • The response of flexible piles to lateral loads
    • Randolph, M. F. (1981). "The response of flexible piles to lateral loads." Géotechnique, 31(2), 247-259.
    • (1981) Géotechnique , vol.31 , Issue.2 , pp. 247-259
    • Randolph, M.F.1
  • 12
    • 0028669353 scopus 로고
    • Design of piled bridge abutments on soft clay for loading from lateral soil movements
    • Stewart, D. P., Jewell, R. J., and Randolph, M. F. (1994). "Design of piled bridge abutments on soft clay for loading from lateral soil movements." Géotechnique, 44(2), 277-296.
    • (1994) Géotechnique , vol.44 , Issue.2 , pp. 277-296
    • Stewart, D.P.1    Jewell, R.J.2    Randolph, M.F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.