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关于南水双屈服面模型塑性系数的讨论

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沈珠江院士于上世纪90年代提出的南水双屈服面模型,因其独特新颖的建模思路,兼顾了应用上的方便与理论上的完备,因此得到了广泛的应用.但近年来,在多篇岩土力学专著、期刊及学位论文中,对南水双屈服面塑性系数的表达出现了多种迥然不同的形式.分析其原因,发现有些属刊印错误,有些属假设不同,有些仅略有失误,但若照抄这些公式,极易误用南水双屈服面模型.因此建议在使用南水双屈服面模型时,务须首先明确假设条件,正确引用相关公式.
Discussion on the Plasticity Coefficients of the Nanshui Double Yield Surface Model
The Nanshui double yield surface model proposed by Member of Chinese Academy of Science Mr.Shen Zhujiang in the 1990s has been widely used because of its unique and innovative modeling ideas,which consider the convenience of the ap-plication and the completeness of the theory.However,in recent years,in several geotechnical academic monographs,disserta-tions and journal papers,there have been many very different forms of expression of the plasticity coefficient of the Nanshui double yield surface.The reasons for this analysis have found that some formulas are published incorrectly,some formulas have different assumptions,and some are slightly wrong.Copying these formulas will make it very easy for geotechnical practition-ers to wrongfully use the Nanshui double yield surface model.It is recommended that when using the Nanshui double yield sur-face model,the assumptions must first be clarified.

Nanshui Double Yield Surface ModelPlasticity CoefficientExpression

孙向军

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河海大学土木与交通学院,南京 210024

南水双屈服面模型 塑性系数 表达式

2024

土工基础
湖北省土木建筑学会,中国科学院武汉岩土力学研究所,武汉市土木建筑学会

土工基础

影响因子:0.238
ISSN:1004-3152
年,卷(期):2024.38(2)
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