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Volumn 50, Issue 4, 2000, Pages 409-418

Numerical studies of the bearing capacity of shallow foundations on cohesive soil subjected to combined loading

Author keywords

Bearing capacity; Footings foundations; Numerical modelling and analysis

Indexed keywords

BEARING CAPACITY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR STRESS; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRESS;

EID: 0034254113     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2000.50.4.409     Document Type: Article
Times cited : (266)

References (24)
  • 7
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    • Cox, A.D.1
  • 9
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    • The plastic indentation of a semi-infinite solid by a perfectly rough circular punch
    • (1960) ZAMP , vol.11 , pp. 33-43
    • Eason, G.1    Shield, R.T.2
  • 16
    • 84955460629 scopus 로고
    • Uber die eindringungsfestigkeit plastisher baustoffe und die festigkeit von schneiden
    • (1921) Z. Angew. Math. Mech. , vol.1 , Issue.1 , pp. 15-20
    • Prandtl, L.1
  • 20
    • 0029513863 scopus 로고
    • Bearing capacity of circular foundations on soft clay of strength increasing with depth
    • (1995) Soils Found. , vol.35 , Issue.4 , pp. 21-35
    • Tani, K.1    Craig, W.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.