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Volumn 35, Issue 2, 2008, Pages 124-133

Equivalent pile load-head settlement curve using a bi-directional pile load test

Author keywords

Bi directional pile load test; Elastic shortening; Failure; Rigid body; Settlement; Skin friction distribution

Indexed keywords

ELASTICITY; LOAD LIMITS; LOAD TESTING; NUMERICAL METHODS; RIGIDITY; SETTLEMENT OF STRUCTURES; SKIN FRICTION;

EID: 40649097051     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2007.06.008     Document Type: Article
Times cited : (49)

References (21)
  • 1
    • 40649125413 scopus 로고    scopus 로고
    • ASTM D 1143-81, Standard test method for piles under static axial compressive load. American Society for Testing and Materials, Annual book of standards; 2000. p. 96-106.
    • ASTM D 1143-81, Standard test method for piles under static axial compressive load. American Society for Testing and Materials, Annual book of standards; 2000. p. 96-106.
  • 2
    • 40649086546 scopus 로고    scopus 로고
    • BS 8004. British standard code of practice for foundations. BS 8004 British Standard Institution; 1986.
    • BS 8004. British standard code of practice for foundations. BS 8004 British Standard Institution; 1986.
  • 3
    • 40649124908 scopus 로고    scopus 로고
    • Camp WM. Drilled and driven foundation behavior in a calcareous clay. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004. Florida: Geotechnical Special Publication No. 124; 2004.
    • Camp WM. Drilled and driven foundation behavior in a calcareous clay. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004. Florida: Geotechnical Special Publication No. 124; 2004.
  • 4
    • 40649115332 scopus 로고    scopus 로고
    • Castelli RJ, Wilkins E. Osterberg load cell test results on base grouted piles in Bangladesh. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004, Florida: Geotechnical Special Publication No. 124; 2004.
    • Castelli RJ, Wilkins E. Osterberg load cell test results on base grouted piles in Bangladesh. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004, Florida: Geotechnical Special Publication No. 124; 2004.
  • 5
    • 0036168113 scopus 로고    scopus 로고
    • Castelli RJ, Fan K. O-cell test results for drilled shafts in marl and limestone. In: O'Neill MW, Townsend FC, editors. Deep Foundations 2002: An international perspective on theory, design, construction, and performance, Florida: Geotechnical Special Publication No. 116; 2002. p. 807-23.
    • Castelli RJ, Fan K. O-cell test results for drilled shafts in marl and limestone. In: O'Neill MW, Townsend FC, editors. Deep Foundations 2002: An international perspective on theory, design, construction, and performance, Florida: Geotechnical Special Publication No. 116; 2002. p. 807-23.
  • 6
    • 0002269428 scopus 로고
    • Load-transfer for axially loaded piles in clay
    • Coyle H.M., and Reese L.C. Load-transfer for axially loaded piles in clay. J Soil Mech Found Div ASCE 92 2 (1966) 4702-4711
    • (1966) J Soil Mech Found Div ASCE , vol.92 , Issue.2 , pp. 4702-4711
    • Coyle, H.M.1    Reese, L.C.2
  • 7
    • 40649096490 scopus 로고    scopus 로고
    • England M. Bi-directional static load testing - State of the art. Van Impe WF, editor. Deep foundation on bored and auger piles, Belgium; 2003. p. 309-13.
    • England M. Bi-directional static load testing - State of the art. Van Impe WF, editor. Deep foundation on bored and auger piles, Belgium; 2003. p. 309-13.
  • 8
    • 0032803767 scopus 로고    scopus 로고
    • O-Cell testing and FE analysis of 28-m-deep barrette in Manila, Philippines
    • Fellenius B.H., Altaee A., Kulesza R., and Hayes J. O-Cell testing and FE analysis of 28-m-deep barrette in Manila, Philippines. J Geotech Geoenviron 125 7 (1999) 566-575
    • (1999) J Geotech Geoenviron , vol.125 , Issue.7 , pp. 566-575
    • Fellenius, B.H.1    Altaee, A.2    Kulesza, R.3    Hayes, J.4
  • 9
    • 0036639710 scopus 로고    scopus 로고
    • Capacity of drilled shafts in Burlington limestone
    • Gunnink B., and Kiehne C. Capacity of drilled shafts in Burlington limestone. J Geotech Geoenvironm 128 7 (2002) 539-545
    • (2002) J Geotech Geoenvironm , vol.128 , Issue.7 , pp. 539-545
    • Gunnink, B.1    Kiehne, C.2
  • 10
    • 40649127327 scopus 로고    scopus 로고
    • Hannigan PJ, Goble GG, Thendean G, Likins GE, Rausche, F. Design,and construction of driven pile foundations - Volume III. Publication No. FHWA-HI-96-033, US Department if Transportation, Federal Highway Administration; 1996.
    • Hannigan PJ, Goble GG, Thendean G, Likins GE, Rausche, F. Design,and construction of driven pile foundations - Volume III. Publication No. FHWA-HI-96-033, US Department if Transportation, Federal Highway Administration; 1996.
  • 12
    • 40649114385 scopus 로고    scopus 로고
    • M&W Spec. North-East Line Contract 701, Materials & Workmanship Specification for Architectural, Civil & Structural Works, Contract 701, Tebder Addendum No. 01.
    • M&W Spec. North-East Line Contract 701, Materials & Workmanship Specification for Architectural, Civil & Structural Works, Contract 701, Tebder Addendum No. 01.
  • 13
    • 40649110405 scopus 로고    scopus 로고
    • Molnit T, Lee JS. Comparison report: Osterberg cell test method (PTP14) versus Kentledge test method (PTP15), Singapore; 1998.
    • Molnit T, Lee JS. Comparison report: Osterberg cell test method (PTP14) versus Kentledge test method (PTP15), Singapore; 1998.
  • 14
    • 40649120363 scopus 로고    scopus 로고
    • Osterberg JO, Hayes UA. The Osterberg load cell as a research tool. In: Proceedings of the fifth international conference on soil mechanics and geotechnical engineering, vol. 2, 2001. p. 977-9.
    • Osterberg JO, Hayes UA. The Osterberg load cell as a research tool. In: Proceedings of the fifth international conference on soil mechanics and geotechnical engineering, vol. 2, 2001. p. 977-9.
  • 15
    • 40649128041 scopus 로고    scopus 로고
    • Osterberg JO. The Osterberg load test method for drilled shafts and driven piles. The first ten years. In: Proceedings of the 7th international conference and exhibition on piling and deep foundations, Austria; 1998. p. 1-11.
    • Osterberg JO. The Osterberg load test method for drilled shafts and driven piles. The first ten years. In: Proceedings of the 7th international conference and exhibition on piling and deep foundations, Austria; 1998. p. 1-11.
  • 16
    • 40649104234 scopus 로고    scopus 로고
    • Osterberg JO. Load testing high capacity piles: What have we learned? In: Proceedings of the fifth international conference on deep foundation practice, Singapore; 2001.
    • Osterberg JO. Load testing high capacity piles: What have we learned? In: Proceedings of the fifth international conference on deep foundation practice, Singapore; 2001.
  • 18
    • 40649113793 scopus 로고    scopus 로고
    • Russo G, Recinto B, Viggiani C, de-Sanctis L. A contribution to the analysis of Osterberg's cell load test. In: Van Impe WF, editor. Deep foundation on bored and auger piles. Belgium: 2003. p. 331-8.
    • Russo G, Recinto B, Viggiani C, de-Sanctis L. A contribution to the analysis of Osterberg's cell load test. In: Van Impe WF, editor. Deep foundation on bored and auger piles. Belgium: 2003. p. 331-8.
  • 19
    • 40649092947 scopus 로고    scopus 로고
    • Schmertmann JH, Hayes, JA. The Osterberg cell and bored pile testing - A symbiosis. In: The third international geotechnical engineering conference, Cairo, Egypt; 1997. p. 139-66.
    • Schmertmann JH, Hayes, JA. The Osterberg cell and bored pile testing - A symbiosis. In: The third international geotechnical engineering conference, Cairo, Egypt; 1997. p. 139-66.
  • 21
    • 40649103540 scopus 로고    scopus 로고
    • Zuo G, Drumm EC, Islam MZ, Yang MZ. Numerical analysis of drilled shaft O-cell testing in mica schist. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004, Florida: Geotechnical Special Publication No. 124; 2004.
    • Zuo G, Drumm EC, Islam MZ, Yang MZ. Numerical analysis of drilled shaft O-cell testing in mica schist. In: Tunner JP, Mayne PW, editors. GEOSUPPORT 2004, Florida: Geotechnical Special Publication No. 124; 2004.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.