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摘要：
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基于对各种形状系数公式的分析比较，特别是分拆借鉴了DeBeer、Caquot、Yokoo、Rethati和Skempton的研究成果，本文提出了一套在理论上和实验验证上较为合理的形状系数公式，现这套公式已被《港口工程技术规范（地基基础）》修订版采纳。
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Based on the analysis and comparison of the various shape factors formulae, especially the analysis andadoption of the research achievements of De Beer, Caquot, Yokoo, Rethati and Skempton, this paper proposesa set of shape factors formulae which is relatively reasonable both in theory and experimental verify. Now theformula has been recommended to the revied edition of Port Engineering Technical Codes.
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作者简介：
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参考文献：
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[1]肖大平.基于滑移线法精确数值解的极限承载力公式.天津大学硕士论文,1996
[2] De Beer, E. E.(1970):“Experimental determinationof the shape factors and the bearing capacity factorsof sand”, Geotechnique, Vol. 20, No. 4, pp. 387～411
[3] Yokoo Y. et al(1972):“Relation between shape fac-tots fot Nc and Nq in bearing capscity formula”,Soilsand Foundations, Vol. 12, No. 1, pp. 37～43
[4] Rethati, L.(1976):“On the shape factor of thebearing capacity equation”,Proc.5th Conf.on SoilMech. and Found.Eng., Budapest,pp.411～417
[5] Skempton, A.W.( 1951):“The bearing capacityof clays,”Selected Papers on Soil Mechanics by A.W. Skempton, F. R. S, Thomas Telford Linited,London, 1984
[6] Hansen.J,B.(1970)“A revised and extended formu-la for bearing capacity”, Danish Geot. Iust, Bul-letin, No. 28, Copenhagen
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