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Volumn 40, Issue 2, 2003, Pages 450-459

Determination of bearing capacity of shallow foundations without using superposition approximation

Author keywords

Critical slip field; Shallow foundation; Strip footing; Ultimate bearing capacity

Indexed keywords

ERROR ANALYSIS; FOUNDATIONS; MODIFICATION;

EID: 0038419524     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-105     Document Type: Article
Times cited : (30)

References (19)
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  • 2
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    • (1958) Annales des Travaux Publics de Belgique , vol.59 , Issue.3 , pp. 5-88
    • De Beer, E.E.1    Vesic, A.2
  • 10
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    • Some recent research on the bearing capacity of foundations
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  • 13
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    • Sieffert, J.-G., and Bay-Gress, Ch. 2000. Comparison of European bearing capacity calculation methods for shallow foundations. Geotechnical Engineering, Institution of Civil Engineers, 143: 64-74.
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    • Sieffert, J.-G.1    Bay-Gress, Ch.2
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  • 17
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  • 18
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    • In Chinese
    • Xiao, D.P, Zhu, W.Y., and Chen, H. 1998. Progress in slip lines method to solve the bearing capacity. Chinese Journal of Geotechnical Engineering, 20(4): 25-29. [In Chinese.]
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  • 19
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    • Zhu, D.Y., Qian Q.H., and Lee, C.F. 2001. Active and passive critical slip fields for cohesionless soils and calculation of lateral earth pressures. Géotechnique, 51(5): 407-423.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.