메뉴 건너뛰기




Volumn 131, Issue 4, 2005, Pages 442-452

Estimation of bearing capacity of circular footings on sands based on cone penetration test

Author keywords

Bearing capacity; Footings; Foundation design; Sand; Settlement

Indexed keywords

BEARING CAPACITY; FINITE ELEMENT METHOD; FRICTION; STRESS ANALYSIS;

EID: 15844411105     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2005)131:4(442)     Document Type: Article
Times cited : (82)

References (34)
  • 1
    • 0030426885 scopus 로고    scopus 로고
    • "Eighteenth Canadian geotechnical colloquium: Limit states design for foundations Part 1. An overview of the foundation design process"
    • Becker, D. (1996). "Eighteenth Canadian geotechnical colloquium: Limit states design for foundations Part 1. An overview of the foundation design process." Can. Geotech. J., 33(6), 956-983.
    • (1996) Can. Geotech. J. , vol.33 , Issue.6 , pp. 956-983
    • Becker, D.1
  • 2
    • 0022674149 scopus 로고
    • "The strength and dilatancy of sands"
    • Bolton, M. D. (1986). "The strength and dilatancy of sands." Geotechnique, 36(1), 65-78.
    • (1986) Geotechnique , vol.36 , Issue.1 , pp. 65-78
    • Bolton, M.D.1
  • 3
    • 0027790647 scopus 로고
    • "Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil"
    • Bolton, M. D., and Lau, C. K. (1993). "Vertical bearing capacity factors for circular and strip footings on Mohr-Coulomb soil." Can. Geotech. J., 30, 1024-1033.
    • (1993) Can. Geotech. J. , vol.30 , pp. 1024-1033
    • Bolton, M.D.1    Lau, C.K.2
  • 5
    • 0003988521 scopus 로고
    • "A revised and extended formula for bearing capacity"
    • Bulletin No. 28, Danish Geotechnical Institute, Copenhagen, Denmark
    • Brinch Hansen, J. (1970). "A revised and extended formula for bearing capacity." Bulletin No. 28, Danish Geotechnical Institute, Copenhagen, Denmark.
    • (1970)
    • Brinch Hansen, J.1
  • 6
    • 0003812783 scopus 로고
    • Limit analysis and soil plasticity
    • Elsevier, Amsterdam, The Netherlands
    • Chen, W. F. (1975). Limit analysis and soil plasticity, Elsevier, Amsterdam, The Netherlands.
    • (1975)
    • Chen, W.F.1
  • 7
    • 0003053775 scopus 로고
    • "Bearing capacity and settlement of shallow foundations on sand"
    • Duke Univ., Durham, N.C
    • De Beer, E. E. (1965). "Bearing capacity and settlement of shallow foundations on sand." Proc., of Bearing Capacity and Settlement of Foundation Symp., Duke Univ., Durham, N.C., 15-34.
    • (1965) Proc., of Bearing Capacity and Settlement of Foundation Symp. , pp. 15-34
    • De Beer, E.E.1
  • 8
    • 0001353284 scopus 로고
    • "Extended limit design theorems for continuous media"
    • Drucker, D., Prager, W., and Greenberg, H. (1952). "Extended limit design theorems for continuous media." Q. Appl. Math., 9, 381-389.
    • (1952) Q. Appl. Math. , vol.9 , pp. 381-389
    • Drucker, D.1    Prager, W.2    Greenberg, H.3
  • 9
  • 10
    • 15844365599 scopus 로고    scopus 로고
    • "Cone penetration Test to evaluate bearing capacity of foundation in sands"
    • St. John's, Newfoundland, Canada
    • Eslaamizaad, S., and Robertson, P. K. (1996). "Cone penetration Test to evaluate bearing capacity of foundation in sands." Proc. 49th Canadian Geotechnical Conf., St. John's, Newfoundland, Canada.
    • (1996) Proc. 49th Canadian Geotechnical Conf.
    • Eslaamizaad, S.1    Robertson, P.K.2
  • 12
    • 0020336476 scopus 로고
    • "Computation of bearing capacity factors using finite elements"
    • Griffiths, D. V. (1982). " Computation of bearing capacity factors using finite elements." Geotechnique, 32(3), 195-202.
    • (1982) Geotechnique , vol.32 , Issue.3 , pp. 195-202
    • Griffiths, D.V.1
  • 13
    • 0002140761 scopus 로고
    • "Sand stiffness under various triaxial stresses"
    • Hardin, B. O., and Black, W. L. (1966). "Sand stiffness under various triaxial stresses." J. Soil Mech. Found. Div., 92(2), 27-42.
    • (1966) J. Soil Mech. Found. Div. , vol.92 , Issue.2 , pp. 27-42
    • Hardin, B.O.1    Black, W.L.2
  • 15
    • 0034103745 scopus 로고    scopus 로고
    • "Analysis of calibration chamber plate load tests"
    • Lee, J. H., and Salgado, R. (2000). "Analysis of calibration chamber plate load tests." Can. Geotech. J., 37(1), 14-25.
    • (2000) Can. Geotech. J. , vol.37 , Issue.1 , pp. 14-25
    • Lee, J.H.1    Salgado, R.2
  • 16
    • 0038054326 scopus 로고    scopus 로고
    • "Estimation of the load capacity of pipe piles in sand based on cone penetration test Results"
    • Lee, J. H., Salgado, R., and Paik, K. H. (2003). "Estimation of the load capacity of pipe piles in sand based on cone penetration test Results." J. Geotech. Geoenviron. Eng., 129(5), 391-403.
    • (2003) J. Geotech. Geoenviron. Eng. , vol.129 , Issue.5 , pp. 391-403
    • Lee, J.H.1    Salgado, R.2    Paik, K.H.3
  • 17
    • 0004069777 scopus 로고    scopus 로고
    • Cone penetration testing in geotechnical practice
    • E&FN Spon, London
    • Lunne, T., Robertson, P. K., and Powell, J. M. (1997). Cone penetration testing in geotechnical practice, E&FN Spon, London.
    • (1997)
    • Lunne, T.1    Robertson, P.K.2    Powell, J.M.3
  • 18
    • 0003961469 scopus 로고
    • "The bearing capacity of sand"
    • PhD thesis, Univ. of London, London
    • Meyerhof, G. G. (1950). "The bearing capacity of sand." PhD thesis, Univ. of London, London.
    • (1950)
    • Meyerhof, G.G.1
  • 19
    • 0002072399 scopus 로고    scopus 로고
    • "An estimate of the influence of soil weight on bearing capacity using limit analysis"
    • Michalowski, R. L. (1997), "An estimate of the influence of soil weight on bearing capacity using limit analysis." Soils Found., 37(4), 57-64.
    • (1997) Soils Found. , vol.37 , Issue.4 , pp. 57-64
    • Michalowski, R.L.1
  • 20
    • 0033824081 scopus 로고    scopus 로고
    • "Bearing capacity of shallow foundations on sand: A relative density approach"
    • Perkins, S., and Madson, C. (2000). "Bearing capacity of shallow foundations on sand: A relative density approach." J. Geotech. Geoenviron. Eng., 126(6), 521-530.
    • (2000) J. Geotech. Geoenviron. Eng. , vol.126 , Issue.6 , pp. 521-530
    • Perkins, S.1    Madson, C.2
  • 21
    • 84955460629 scopus 로고
    • "Über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden"
    • Prandtl, L. (1921). "Über die Eindringungsfestigkeit (Härte) plastischer Baustoffe und die Festigkeit von Schneiden." Z. Angew. Math. Mech., 1, 15-20.
    • (1921) Z. Angew. Math. Mech. , vol.1 , pp. 15-20
    • Prandtl, L.1
  • 25
    • 0037589086 scopus 로고    scopus 로고
    • "Analysis of cavity expansion in sands"
    • Salgado, R., and Randolph, M. F. (2001). "Analysis of cavity expansion in sands." Int. J. Geomech., 1(2), 175-192.
    • (2001) Int. J. Geomech. , vol.1 , Issue.2 , pp. 175-192
    • Salgado, R.1    Randolph, M.F.2
  • 28
    • 0033000216 scopus 로고    scopus 로고
    • "Upper-bound solution for bearing capacity of foundations"
    • Soubra, A. (1999). "Upper-bound solution for bearing capacity of foundations." J. Geotech. Geoenviron. Eng., 125(1), 59-68.
    • (1999) J. Geotech. Geoenviron. Eng. , vol.125 , Issue.1 , pp. 59-68
    • Soubra, A.1
  • 32
    • 0015566753 scopus 로고
    • "Analysis of ultimate loads of shallow foundation"
    • Vesic, A. S. (1973). "Analysis of ultimate loads of shallow foundation." J. Soil Mech. Found. Div., 99(1), 45-73.
    • (1973) J. Soil Mech. Found. Div. , vol.99 , Issue.1 , pp. 45-73
    • Vesic, A.S.1
  • 33
    • 0010656403 scopus 로고    scopus 로고
    • γ"
    • γ." Soils Found., 40(1), 123-129.
    • (2000) Soils Found. , vol.40 , Issue.1 , pp. 123-129
    • Zhu, D.1
  • 34
    • 0035398754 scopus 로고    scopus 로고
    • "Scale effect of strip and circular Footings resting on a dense sand"
    • Zhu, F., Clark, J. I., and Phillips, R. (2001). "Scale effect of strip and circular Footings resting on a dense sand." J. Geotech. Geoenviron. Eng., 127(7), 613-621.
    • (2001) J. Geotech. Geoenviron. Eng. , vol.127 , Issue.7 , pp. 613-621
    • Zhu, F.1    Clark, J.I.2    Phillips, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.