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Volumn 32, Issue 3, 2005, Pages 201-209

Analysis of soil-pile interaction in integral abutment

Author keywords

Finite element analysis; Full scale testing; Integral abutment; Laterally loaded piles; Soil pile interaction

Indexed keywords

FINITE ELEMENT METHOD; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; PILES; SOILS; THERMAL LOAD;

EID: 17444390798     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2005.01.005     Document Type: Article
Times cited : (52)

References (11)
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    • London: Telford
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    • England, G.L.1    David, B.I.2    Tsang, N.C.M.3
  • 2
    • 0343736587 scopus 로고    scopus 로고
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    • TRL Report 146
    • Springman SM, Norrish ARM, Ng CWW. Cyclic loading of sand behind integral bridge abutment. TRL Report 146; 1996
    • (1996)
    • Springman, S.M.1    Norrish, A.R.M.2    Ng, C.W.W.3
  • 3
    • 0028669353 scopus 로고
    • Design of piled bridge Abutments on soft clay for loading from lateral soil movements
    • D.P. Stewart R.J. Jewell M.F. Randolph Design of piled bridge Abutments on soft clay for loading from lateral soil movements Geotechnique 44 2 1994 277-96
    • (1994) Geotechnique , vol.44 , Issue.2 , pp. 277-296
    • Stewart, D.P.1    Jewell, R.J.2    Randolph, M.F.3
  • 4
    • 0002595364 scopus 로고
    • Lateral resistance of piles in cohesionless soils
    • B.B. Broms Lateral resistance of piles in cohesionless soils J Soil Mech Found Div, ASCE 90 3 1964 136-56
    • (1964) J. Soil Mech. Found Div., ASCE , vol.90 , Issue.3 , pp. 136-156
    • Broms, B.B.1
  • 5
    • 0021518573 scopus 로고
    • Response of piles and casings to horizontal free-field soil displacements
    • P.M. Byrne D.L. Anderson W. Janzen Response of piles and casings to horizontal free-field soil displacements Can Geotech J 21 4 1984 720-5
    • (1984) Can. Geotech. J. , vol.21 , Issue.4 , pp. 720-725
    • Byrne, P.M.1    Anderson, D.L.2    Janzen, W.3
  • 6
    • 0035398229 scopus 로고    scopus 로고
    • Nonlinear finite-element modeling of batter piles under lateral load
    • S.S. Rajashree T.G. Sitharam Nonlinear finite-element modeling of batter piles under lateral load J Geotech Geoenviron Eng ASCE 127 7 2001 604-12
    • (2001) J. Geotech. Geoenviron. Eng. ASCE , vol.127 , Issue.7 , pp. 604-612
    • Rajashree, S.S.1    Sitharam, T.G.2
  • 7
    • 0034745332 scopus 로고    scopus 로고
    • Modeling of soil-structure interaction for a piled bridge abutment in plain strain FEM analyses
    • E.A. Ellis S.M. Springman Modeling of soil-structure interaction for a piled bridge abutment in plain strain FEM analyses Comput Geotech 28 2 2001 79-98
    • (2001) Comput. Geotech. , vol.28 , Issue.2 , pp. 79-98
    • Ellis, E.A.1    Springman, S.M.2
  • 9
    • 17444366338 scopus 로고    scopus 로고
    • LPILE Plus 4 for Windows-A Program for the Analysis of Piles and Drilled Shafts Under Lateral Loads
    • Ensoft, Inc. May Available from
    • Ensoft, Inc., LPILE Plus 4 for Windows-A Program for the Analysis of Piles and Drilled Shafts Under Lateral Loads, May; 1999. Available from:
    • (1999)
  • 10
    • 17444380235 scopus 로고    scopus 로고
    • Scotch Road Bridge, Integral Abutment and HPS/HSC Projects
    • Sensing System Corporation. Test Report No. 50105-1, Stage I Initial Testing
    • Sensing System Corporation. Scotch Road Bridge, Integral Abutment and HPS/HSC Projects. Test Report No. 50105-1, Stage I Initial Testing; 2003
    • (2003)


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.