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Volumn 41, Issue 1, 2004, Pages 21-35

Shaft resistance of a pile embedded in rock

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; FAILURE ANALYSIS; PILES; SHAFTS (MACHINE COMPONENTS); SHEAR STRENGTH;

EID: 0348172263     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(03)00070-4     Document Type: Article
Times cited : (48)

References (26)
  • 3
    • 85088208530 scopus 로고    scopus 로고
    • Practical estimates of rock masses strength
    • Hoek E. Brown E.T. Practical estimates of rock masses strength Int J Rock Mech Min Sci 34 1997 1165-1186
    • (1997) Int J Rock Mech Min Sci , vol.34 , pp. 1165-1186
    • Hoek, E.1    Brown, E.T.2
  • 5
    • 0036802487 scopus 로고    scopus 로고
    • Ultimate bearing capacity at the tip of a pile in rock, Part I: Theory
    • Serrano A. Olalla C. Ultimate bearing capacity at the tip of a pile in rock, Part I: Theory Int J Rock Mech Min Sci 39 2002 833-846
    • (2002) Int J Rock Mech Min Sci , vol.39 , pp. 833-846
    • Serrano, A.1    Olalla, C.2
  • 6
    • 0036800565 scopus 로고    scopus 로고
    • Ultimate bearing capacity, Part II: Application
    • Serrano A. Olalla C. Ultimate bearing capacity, Part II: Application Int J Rock Mech Min Sci 39 2002 847-866
    • (2002) Int J Rock Mech Min Sci , vol.39 , pp. 847-866
    • Serrano, A.1    Olalla, C.2
  • 7
    • 3242839758 scopus 로고
    • The allowable loadings of foundations on shale and sandstone in the Sydney region. Part 3: Field tests results
    • Int. of Engineers of Australia
    • Thorne CP. The allowable loadings of foundations on shale and sandstone in the Sydney region. Part 3: Field tests results. Paper presented to the Sydney Group of Aust. Geomechanics Soc., Int. of Engineers of Australia. 1977.
    • (1977) The Sydney Group of Aust. Geomechanics Soc.
    • Thorne, C.P.1
  • 10
    • 0027795212 scopus 로고
    • The ultimate shaft frictional resistance mobilised by bored piles in over-consolidated clays and socketed into weak and weathered rock
    • J. C. Cripps (Ed.), Rotterdam: Balkema
    • Hooley P. Lefroy S.R. The ultimate shaft frictional resistance mobilised by bored piles in over-consolidated clays and socketed into weak and weathered rock Cripps J.C. et al. The engineering geology of weak rock 1993 447-455 Balkema Rotterdam
    • (1993) The Engineering Geology of Weak Rock , pp. 447-455
    • Hooley, P.1    Lefroy, S.R.2
  • 11
    • 85154557786 scopus 로고    scopus 로고
    • Ministerio de Fomento, Madrid, España, Documento provisional
    • Código Técnico de La Edificación. Ministerio de Fomento, Madrid, España, Documento provisional, 2002.
    • (2002) Código Técnico de la Edificación
  • 12
    • 0000414555 scopus 로고
    • Friction and bearing tests on bedrock for high capacity socket design
    • Ottawa, Canada
    • Rosenberg P. Journeaux N.L. Friction and bearing tests on bedrock for high capacity socket design Can Geotech J, Ottawa, Canada 13 3 1976 324-333
    • (1976) Can Geotech J , vol.13 , Issue.3 , pp. 324-333
    • Rosenberg, P.1    Journeaux, N.L.2
  • 13
    • 0019637422 scopus 로고
    • Side resistance of rock sockets in sandstone, mudstone, and shale
    • Ottawa, Canada
    • Williams A.F. Pells P.J.N. Side resistance of rock sockets in sandstone, mudstone, and shale Can Geotech J, Ottawa, Canada 18 4 1981 502-513
    • (1981) Can Geotech J , vol.18 , Issue.4 , pp. 502-513
    • Williams, A.F.1    Pells, P.J.N.2
  • 15
    • 0020843846 scopus 로고
    • Methods of improving the performance of drilled piers in weak rock
    • Ottawa, Canada
    • Hovarth R.G. Kenney T.C. Kozicki P. Methods of improving the performance of drilled piers in weak rock Can Geotech J Ottawa, Canada 20 4 1983 758-772
    • (1983) Can Geotech J , vol.20 , Issue.4 , pp. 758-772
    • Hovarth, R.G.1    Kenney, T.C.2    Kozicki, P.3
  • 16
    • 0003716390 scopus 로고
    • Canadian Geotechnical Society, 2nd ed. Toronto, Ont., Canada: Canadian Geotechnical Society
    • Canadian Geotechnical Society, Canadian foundation engineering manual, 2nd ed. Toronto, Ont., Canada: Canadian Geotechnical Society, 1985.
    • (1985) Canadian Foundation Engineering Manual
  • 17
    • 0023295536 scopus 로고
    • A design method for drilled piers in soft rock
    • Ottawa, Canada
    • Rowe R.K. Armitage H.H. A design method for drilled piers in soft rock Can Geotech J, Ottawa, Canada 24 1 1987 126-142
    • (1987) Can Geotech J , vol.24 , Issue.1 , pp. 126-142
    • Rowe, R.K.1    Armitage, H.H.2
  • 18
    • 85154605743 scopus 로고
    • Bored cast-in-place piles
    • Din 4014. Deutsche Nor. Germany
    • Din 4014. Bored cast-in-place piles. Formation, design and bearing capacity. Deutsche Nor. Germany, 1980.
    • (1980) Formation, Design and Bearing Capacity
  • 22
    • 0003498981 scopus 로고    scopus 로고
    • Aashto. American Association of State Highway and Transportation Officials, Washington, DC
    • Aashto. Standard specifications for Highway Bridges. American Association of State Highway and Transportation Officials, Washington, DC, 1997.
    • (1997) Standard Specifications for Highway Bridges
  • 23
    • 0031126392 scopus 로고    scopus 로고
    • Skin of large-diameter piles socketed into rock
    • Carrubba P. Skin of large-diameter piles socketed into rock Can Geotech J 34 2 1997 230-240
    • (1997) Can Geotech J , vol.34 , Issue.2 , pp. 230-240
    • Carrubba, P.1
  • 24
    • 0032124060 scopus 로고    scopus 로고
    • End bearing capacity of drilled shafts in rock
    • Zhang L. Einstein H. End bearing capacity of drilled shafts in rock J Geotech Geoenv Eng 124 7 1998 574-584
    • (1998) J Geotech Geoenv Eng , vol.124 , Issue.7 , pp. 574-584
    • Zhang, L.1    Einstein, H.2
  • 25
    • 0028184450 scopus 로고
    • Ultimate bearing capacity of rock masses
    • Serrano A. Olalla C. Ultimate bearing capacity of rock masses Int J Rock Mech Min Sci 31 1994 93-106
    • (1994) Int J Rock Mech Min Sci , vol.31 , pp. 93-106
    • Serrano, A.1    Olalla, C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.