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Volumn 53, Issue 5, 2003, Pages 513-520

Undrained bearing capacity factors for conical footings on clay

Author keywords

Bearing capacity; Clays; Plasticity; Theoretical analysis

Indexed keywords

BEARING CAPACITY; CLAY; FOUNDATION;

EID: 0038006286     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2003.53.5.513     Document Type: Article
Times cited : (225)

References (12)
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    • Eason, G. & Shield, R. T. (1960). The plastic indentation of a semi-infinite solid by a perfectly rough circular punch. J. Appl. Math. Phys. (ZAMP) 11, 33-43.
    • (1960) J. Appl. Math. Phys. (ZAMP) , vol.11 , pp. 33-43
    • Eason, G.1    Shield, R.T.2
  • 2
    • 0020336456 scopus 로고
    • Theoretical analysis of the fall cone test
    • Houlsby, G. T. (1982). Theoretical analysis of the fall cone test. Géotechnique 32, No. 2, 111-118.
    • (1982) Géotechnique , vol.32 , Issue.2 , pp. 111-118
    • Houlsby, G.T.1
  • 6
  • 7
    • 0004083553 scopus 로고    scopus 로고
    • Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations
    • Martin, C. M. & Randolph, M. F. (2001). Applications of the lower and upper bound theorems of plasticity to collapse of circular foundations. Proc. 10th Int. Conf. Computer Methods and Adv. Geomech., Tucson 2, 1417-1428.
    • (2001) Proc. 10th Int. Conf. Computer Methods and Adv. Geomech., Tucson , vol.2 , pp. 1417-1428
    • Martin, C.M.1    Randolph, M.F.2
  • 8
    • 0020296114 scopus 로고
    • Capacité portante des fondations superficielles; circulaires
    • Salençon, J. & Matar, M. (1982) Capacité portante des fondations superficielles; circulaires. Journal de Mécanique Théorique et Apliquée 1, No. 2, 237-267.
    • (1982) Journal de Mécanique Théorique et Apliquée , vol.1 , Issue.2 , pp. 237-267
    • Salençon, J.1    Matar, M.2
  • 9
    • 0001028921 scopus 로고
    • On the plastic flow of metals under conditions of axial symmetry
    • Ser. A
    • Shield, R. T. (1955) On the plastic flow of metals under conditions of axial symmetry. Proc. R. Soc. London, Ser. A 233, 267-287.
    • (1955) Proc. R. Soc. London , vol.233 , pp. 267-287
    • Shield, R.T.1
  • 11
    • 0029513863 scopus 로고
    • Bearing capacity of circular foundations on soft clay of strength increasing with depth
    • Tani, K. & Craig, W. H. (1995) Bearing capacity of circular foundations on soft clay of strength increasing with depth. Soils Found. 35, No. 4, 21-35.
    • (1995) Soils Found. , vol.35 , Issue.4 , pp. 21-35
    • Tani, K.1    Craig, W.H.2
  • 12
    • 0002992073 scopus 로고
    • Bearing capacity of shallow foundations
    • (eds H. F. Winterkorn and H. Y. Fang), New York: Van Nostrand Reinhold
    • Vesic, A. S. (1975) Bearing capacity of shallow foundations. In Foundation engineering handbook (eds H. F. Winterkorn and H. Y. Fang), pp. 121-147. New York: Van Nostrand Reinhold.
    • (1975) Foundation Engineering Handbook , pp. 121-147
    • Vesic, A.S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.