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Volumn 57, Issue 8, 2007, Pages 647-662

Two- And three-dimensional bearing capacity of footings in sand

Author keywords

Bearing capacity; Footings foundations; Limit analysis; Sand

Indexed keywords

BEARING CAPACITY; FINITE ELEMENT METHOD; FRICTION; PROBLEM SOLVING; SAND; STRUCTURAL DESIGN;

EID: 35348997529     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2007.57.8.647     Document Type: Article
Times cited : (119)

References (30)
  • 1
    • 0008279408 scopus 로고
    • London: Macmil-lan; reprinted by Chung Hwa Books, and published by M. D. and K. Bolton in 1998
    • Bolton, M. D. (1979). A guide to soil mechanics. London: Macmil-lan; reprinted by Chung Hwa Books, and published by M. D. and K. Bolton in 1998.
    • (1979) A guide to soil mechanics
    • Bolton, M.D.1
  • 2
    • 0027790647 scopus 로고
    • Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil
    • Bolton, M. D. & Lau, C. K. (1993). Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil. Can. Geotech. J. 30, No. 6, 1024-1033.
    • (1993) Can. Geotech. J , vol.30 , Issue.6 , pp. 1024-1033
    • Bolton, M.D.1    Lau, C.K.2
  • 4
    • 35349015985 scopus 로고    scopus 로고
    • Brinch Hansen, J. (1963). Cited once with different year in text. Brinch Hansen, J. (1970). A revised and extended formula for bearing capacity, Bulletin No. 28. Lyngby: Danish Geotechnical Institute.
    • Brinch Hansen, J. (1963). Cited once with different year in text. Brinch Hansen, J. (1970). A revised and extended formula for bearing capacity, Bulletin No. 28. Lyngby: Danish Geotechnical Institute.
  • 6
    • 0038329882 scopus 로고
    • The bearing capacity of strip footings from the standpoint of plasticity theory
    • Melbourne
    • Davis, E. H. & Booker, J. R. (1971). The bearing capacity of strip footings from the standpoint of plasticity theory. Proc. 1st Australian-New Zealand Conf. on Geomechanics, Melbourne, 275-282.
    • (1971) Proc. 1st Australian-New Zealand Conf. on Geomechanics , pp. 275-282
    • Davis, E.H.1    Booker, J.R.2
  • 7
    • 77956310381 scopus 로고
    • Experimental determination of the shape factors and the bearing capacity factors of sand
    • De Beer, E. E. (1970). Experimental determination of the shape factors and the bearing capacity factors of sand. Géotechnique 20, No. 4, 387-411.
    • (1970) Géotechnique , vol.20 , Issue.4 , pp. 387-411
    • De Beer, E.E.1
  • 8
    • 85137270240 scopus 로고
    • The safety factor of an elastic-plastic body in plane strain
    • Drucker, D. C., Greenberg, W. & Prager, W. (1951). The safety factor of an elastic-plastic body in plane strain. Trans. ASME, J. Appl. Mech. 73, 371-378.
    • (1951) Trans. ASME, J. Appl. Mech , vol.73 , pp. 371-378
    • Drucker, D.C.1    Greenberg, W.2    Prager, W.3
  • 9
    • 0001353284 scopus 로고
    • Extended limit design theorems for continuous media
    • Drucker, D. C., Prager, W. & Greenberg, H. J. (1952). Extended limit design theorems for continuous media. Q. Appl. Math. 9, No. 4, 381-389.
    • (1952) Q. Appl. Math , vol.9 , Issue.4 , pp. 381-389
    • Drucker, D.C.1    Prager, W.2    Greenberg, H.J.3
  • 11
    • 35349005956 scopus 로고    scopus 로고
    • Hansen, B. & Christiansen, N. H. (1969). Discussion of Theoretical bearing capacity of very shallow footings' by A. L. Larkin. J. Soil Mech. Found. Div. ASCE 95, No. SM6, 1568-1567.
    • Hansen, B. & Christiansen, N. H. (1969). Discussion of "Theoretical bearing capacity of very shallow footings' by A. L. Larkin. J. Soil Mech. Found. Div. ASCE 95, No. SM6, 1568-1567.
  • 12
    • 0000004394 scopus 로고
    • On the state of stress in a plastic-rigid body at the yield point
    • Hill, R. (1951). On the state of stress in a plastic-rigid body at the yield point. Phil. Mag. 42, 868-875.
    • (1951) Phil. Mag , vol.42 , pp. 868-875
    • Hill, R.1
  • 14
    • 35348972612 scopus 로고    scopus 로고
    • Three-dimensional lower bound limit analysis using nonlinear programming. PhD thesis, Department of Civil, Surveying and Environmental Engineering, University of Newcastle, NSW, Australia
    • Lyamin, A. V. (1999). Three-dimensional lower bound limit analysis using nonlinear programming. PhD thesis, Department of Civil, Surveying and Environmental Engineering, University of Newcastle, NSW, Australia.
    • (1999)
    • Lyamin, A.V.1
  • 15
    • 0037145314 scopus 로고    scopus 로고
    • Lower bound limit analysis using nonlinear programming
    • Lyamin, A. V. & Sloan, S. W. (2002a). Lower bound limit analysis using nonlinear programming. Int. J. Numer. Methods Engng 55, No. 5, 573-611.
    • (2002) Int. J. Numer. Methods Engng , vol.55 , Issue.5 , pp. 573-611
    • Lyamin, A.V.1    Sloan, S.W.2
  • 16
    • 0036467988 scopus 로고    scopus 로고
    • Upper bound limit analysis using linear finite elements and nonlinear programming
    • Lyamin, A. V. & Sloan, S. W. (2002b). Upper bound limit analysis using linear finite elements and nonlinear programming. Int. J. Numer. Anal. Methods Geomech. 26, No. 2, 181-216.
    • (2002) Int. J. Numer. Anal. Methods Geomech , vol.26 , Issue.2 , pp. 181-216
    • Lyamin, A.V.1    Sloan, S.W.2
  • 18
    • 35348996198 scopus 로고    scopus 로고
    • Upper bound limit analysis using simplex strain elements and second-order cone programming
    • Technical Report 2288/2005. University of Oxford
    • Makrodimopoulos, A. & Martin, C. M. (2005). Upper bound limit analysis using simplex strain elements and second-order cone programming, Technical Report 2288/2005. University of Oxford.
    • (2005)
    • Makrodimopoulos, A.1    Martin, C.M.2
  • 19
    • 33646056226 scopus 로고    scopus 로고
    • Exact bearing capacity calculations using the method of characteristics
    • Turin
    • Martin, C. M. (2005). Exact bearing capacity calculations using the method of characteristics. Proc. 11th Int. Conf. IACMAG, Turin 4, 441-450.
    • (2005) Proc. 11th Int. Conf. IACMAG , vol.4 , pp. 441-450
    • Martin, C.M.1
  • 20
    • 84937562768 scopus 로고
    • The ultimate bearing capacity of foundations
    • Meyerhof, G. G. (1951). The ultimate bearing capacity of foundations. Géotechnique 2, No. 4, 301-332.
    • (1951) Géotechnique , vol.2 , Issue.4 , pp. 301-332
    • Meyerhof, G.G.1
  • 21
    • 0001863590 scopus 로고
    • Some recent research on bearing capacity of foundations
    • Meyerhof, G. G. (1963). Some recent research on bearing capacity of foundations. Can. Geotech. J. 1, No. 1, 16-26.
    • (1963) Can. Geotech. J , vol.1 , Issue.1 , pp. 16-26
    • Meyerhof, G.G.1
  • 22
    • 0000679011 scopus 로고
    • Analyse limite: Determination de solutions statiques completes. Application au talus vertical
    • Pastor, J. (1978). Analyse limite: determination de solutions statiques completes. Application au talus vertical. Eur. J. Mech. A/Solids 2, No. 2, 176-196.
    • (1978) Eur. J. Mech. A/Solids , vol.2 , Issue.2 , pp. 176-196
    • Pastor, J.1
  • 25
    • 3142780731 scopus 로고    scopus 로고
    • Two- and three-dimensional bearing capacity of footings in clay
    • Salgado, R., Lyamin, A., Sloan, S. & Yu, H. S. (2004). Two- and three-dimensional bearing capacity of footings in clay. Gé otechnique 54, No. 5, 297-306.
    • (2004) Gé otechnique , vol.54 , Issue.5 , pp. 297-306
    • Salgado, R.1    Lyamin, A.2    Sloan, S.3    Yu, H.S.4
  • 26
    • 27744561849 scopus 로고    scopus 로고
    • Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr-Coulomb soil
    • Smith, C. C. (2005). Complete limiting stress solutions for the bearing capacity of strip footings on a Mohr-Coulomb soil. Géotechnique 55, No. 8, 607-612.
    • (2005) Géotechnique , vol.55 , Issue.8 , pp. 607-612
    • Smith, C.C.1
  • 28
    • 0015566753 scopus 로고
    • Analysis of ultimate loads of shallow foundations
    • Vesic, A. S. (1973). Analysis of ultimate loads of shallow foundations. J. Soil Mech. Div. ASCE 99, No. SM1, 45-73.
    • (1973) J. Soil Mech. Div. ASCE , vol.99 , Issue.SM1 , pp. 45-73
    • Vesic, A.S.1
  • 29
    • 0028444475 scopus 로고
    • A quadratic element for upper bound limit analysis
    • Yu, H. S., Sloan, S. W., and Kleeman, P. W. (1994). A quadratic element for upper bound limit analysis. Engng Comput. 11, No. 3, 195-212.
    • (1994) Engng Comput , vol.11 , Issue.3 , pp. 195-212
    • Yu, H.S.1    Sloan, S.W.2    Kleeman, P.W.3
  • 30
    • 13244292711 scopus 로고    scopus 로고
    • Shape factors for limit loads on square and rectangular footings
    • Zhu, M. & Michalowski, R. L. (2005). Shape factors for limit loads on square and rectangular footings. J. Geotech. Geoenviron. Engng 131, No. 2, 223-231.
    • (2005) J. Geotech. Geoenviron. Engng , vol.131 , Issue.2 , pp. 223-231
    • Zhu, M.1    Michalowski, R.L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.