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确定亚塑性模型参数n、h_s的一种改进方法 被引量:4

Improved method to determine parameters n and hs of a hypoplastic constitutive model
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摘要 研究了亚塑性本构模型中颗粒硬度hs和指数n的实验确定方法,并且指明其不足之处。根据亚塑性理论和优化方法,提出了用局部搜索最优解来确定hs和n的方法,并通过试验对改进方法进行了验证。结果表明,该方法可有效确定这两个参数。 A hypoplastic constrtutive model was presented and the determination of its parameters hs and n was investigated. According to the hypoplasticity and optimization, an improved method to determine the parameters of n and hs using iterative operation was put forward. It was shown that the present method could be used to determine the parameters of hypoplashc constitutive model.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2006年第9期1173-1176,共4页 Chinese Journal of Geotechnical Engineering
关键词 亚塑性 改进方法 颗粒硬度 hypoplasticity improved method granulate hardness
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参考文献4

  • 1Gudehus.A comprehensive constitutive equation for granular materials[J].Soils and Foundations,1996,36(1):1-12.
  • 2HERLE I,GUDEHUS G.Determination of a hypoplastic constitutive model from properties of grain assembilies[J].Mech Cohes Frict Mater,1999,4(5):461-486.
  • 3WU W,BAUER E,KOLYMBAS D.Hypoplastic constitutive model with critical state for granuar materials[J].Mechanics of Materials,1996,23:45-69.
  • 4Bauer.Calibration of a comprehensive hypoplasitc model for granular materials[J].Soils and foundations,1996,36(1):13-26.

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