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Volumn 47, Issue 2, 1997, Pages 339-345

The bearing capacity of footings on a sand layer overlying soft clay

Author keywords

Bearing capacity; Clays; Compressibility; Footings foundations; Laboratory tests; Sands

Indexed keywords

BEARING CAPACITY; CLAY; COMPRESSIBILITY; FOUNDATIONS; FRICTION; POROSITY; SAND; SETTLEMENT OF STRUCTURES; SHEAR STRENGTH; SOIL MECHANICS;

EID: 0031171703     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.2.339     Document Type: Article
Times cited : (62)

References (16)
  • 1
    • 85024189370 scopus 로고
    • The strength of soils as engineering materials
    • Bishop, A. W. (1966). The strength of soils as engineering materials. Géotechnique 16, No. 2, 91-128.
    • (1966) Géotechnique , vol.16 , Issue.2 , pp. 91-128
    • Bishop, A.W.1
  • 2
    • 0014751458 scopus 로고
    • An air-activated sand spreader for forming uniform sand beds
    • Butterfield, R. & Andrawes, K. Z. (1970). An air-activated sand spreader for forming uniform sand beds. Géotechnique 20, 97-100.
    • (1970) Géotechnique , vol.20 , pp. 97-100
    • Butterfield, R.1    Andrawes, K.Z.2
  • 3
    • 0000400721 scopus 로고
    • Sur le terme de surface dans le calcul des fondations en millieu pulverulent
    • Caquot, A. & Kerisel, J. (1953). Sur le terme de surface dans le calcul des fondations en millieu pulverulent, Proc. 3rd ICSMFE, Vol. 1, pp. 336-337.
    • (1953) Proc. 3rd ICSMFE , vol.1 , pp. 336-337
    • Caquot, A.1    Kerisel, J.2
  • 4
    • 0003053775 scopus 로고
    • Bearing capacity and settlement of shallow foundations on sand
    • Duke University, Durham, USA
    • De Beer, E. E. (1965). Bearing capacity and settlement of shallow foundations on sand. Symp. on Bearing Capacity and Settlement of Foundations, Duke University, Durham, USA, pp. 15-33.
    • (1965) Symp. on Bearing Capacity and Settlement of Foundations , pp. 15-33
    • De Beer, E.E.1
  • 5
    • 0019018921 scopus 로고
    • Design charts for ultimate bearing capacity of foundations on sand overlying soft clay
    • Hanna, A. M. & Meyerhof, G. G. (1980). Design charts for ultimate bearing capacity of foundations on sand overlying soft clay. Can. Geotech. J. 17, 300-303.
    • (1980) Can. Geotech. J. , vol.17 , pp. 300-303
    • Hanna, A.M.1    Meyerhof, G.G.2
  • 9
    • 0003259795 scopus 로고
    • An investigation of the bearing capacity of footings on dry sand
    • Rotterdam
    • Meyerhoff, G. G. (1948). An investigation of the bearing capacity of footings on dry sand, Proc. 2nd ICSMFE, Rotterdam, Vol. 1, pp. 237-243.
    • (1948) Proc. 2nd ICSMFE , vol.1 , pp. 237-243
    • Meyerhoff, G.G.1
  • 10
    • 0016057256 scopus 로고
    • Ultimate bearing capacity of footings on sand layer overlying clay
    • Meyerhof, G. G. (1974). Ultimate bearing capacity of footings on sand layer overlying clay. Can. Geotech. J. 11, No. 2, 223-229.
    • (1974) Can. Geotech. J. , vol.11 , Issue.2 , pp. 223-229
    • Meyerhof, G.G.1
  • 12
    • 6244228432 scopus 로고
    • Shallow foundations on a stratified soil
    • London
    • Tcheng, Y. (1957). Shallow foundations on a stratified soil, Proc. 4th ICSMFE, London, Vol. 1, pp. 449-452.
    • (1957) Proc. 4th ICSMFE , vol.1 , pp. 449-452
    • Tcheng, Y.1
  • 16
    • 0015566753 scopus 로고
    • Analysis of ultimate loads of shallow foundations
    • Vesic, A. S. (1973). Analysis of ultimate loads of shallow foundations, J. Soil Mech. Fdn Engng Div. ASCE 99, No. SM1, 45-75.
    • (1973) J. Soil Mech. Fdn Engng Div. ASCE , vol.99 , Issue.SM1 , pp. 45-75
    • Vesic, A.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.