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Drucker-Prager准则参数特性分析

STUDY ON PARAMETRIC CHARACTERS OF DRUCKER-PRAGER CRITERION

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【作者】 刘金龙栾茂田许成顺王吉利袁凡凡

【Author】 LIU Jinlong1,LUAN Maotian1,2,3,XU Chengshun3,WANG Jili1,YUAN Fanfan1(1.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan,Hubei 430071,China;2.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China;3.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian,Liaoning 116024,China)

【机构】 中国科学院武汉岩土力学研究所大连理工大学土木水利学院中国科学院武汉岩土力学研究所 湖北武汉430071湖北武汉430071大连理工大学海岸和近海工程国家重点实验室辽宁大连116024

【摘要】 Drucker-Prager准则在数值计算中得到广泛运用。但如果该准则的参数选取不当,可能导致预测与试验结果之间不一致。通过分析函数基本特性,考察该准则反映中主应力对强度参数影响的能力,探讨导致预测与试验结果之间不一致的可能原因。进而对目前常用的参数表达式进行详细的分析,并考察平面应变情况下Drucker-Prager准则的参数特性。分析表明:Drucker-Prager准则不能合理地反映中主应力对强度参数的影响,且在平面应变情况下会得出中主应力系数小于0的结论。

【Abstract】 Drucker-Prager criterion has been widely used in geotechnical engineering.However,in some cases,the numerical result with Drucker-Prager criterion will be not consistent with the testing result,especially when the parameters are not selected appropriately from tests.In this paper,the parametric characters of Drucker-Prager criterion are analyzed with mathematic methods.Some possible reasons leading to the inconsistentness are studied.Moreover,based on the Drucker-Prager criterion,the strength parameters of different intermediate principal stresses are generally compared.It is demonstrated that the intermediate principal stresses′ effects can not be reasonably reflected with those parameters to a certain degree.Furthermore,an unreasonable result that the coefficient of the intermediate principal stress is little than 0 is achieved under the condition of plane strain with the Drucker-Prager criterion.

【基金】 中国科学院武汉岩土力学研究所领域前沿基础研究基金资助项目(Q110305)
  • 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2006年S2期
  • 【分类号】TU431
  • 【被引频次】183
  • 【下载频次】2838
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