基于非线性强度准则的城市固废本构模型
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同济大学 岩土及地下工程教育部重点实验室,同济大学 岩土及地下工程教育部重点实验室,上海岩土工程勘察设计研究院有限公司

中图分类号:

TU 432

基金项目:

国家重点基础研究发展计划(973)项目(2012CB719803);上海市自然科学(13ZR1443800)


A constitutive model for the municipal solid waste based on nonlinear strength criterion
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    摘要:

    考虑到城市固体废弃物剪切强度常具有非线性的特点,在三轴应力空间建立了基于幂函数形式的强度准则。并据此分析了该准则转换为线性Mohr-Coulomb准则时摩擦角的变化规律,结果表明,该准则能合理反映内摩擦角随围压增大而降低的特性。基于幂函数强度准则,采用增量硬化准则建立屈服函数,并通过构建合理的塑性势函数,建立了一个非相关联流动法则的固废弹塑性本构模型。通过对固废三轴固结排水试验结果模拟表明,所建立的本构模型不仅能合理模拟应力应变关系,亦能正确反映其体变特性。

    Abstract:

    Considering the nonlinear characteristic of the shear strength of the municipal solid waste and based on power form function, a nonlinear strength criterion in p-q stress space was proposed. According to the proposed criterion, the friction angle corresponding to the linear Mohr-Coulomb criterion was obtained, and it was shown to decrease with the increasing of the initial confining stress. By adopting the incremental hardening rule and suitable plastic potential function, a non-associated elasto-plasticity model for the MSW was built. By predicting a series of consolidated drained triaxial tests of MSW, the proposed model was shown to be able to predict the stress-strain relationships of MSW rightly and could give out reasonable prediction of the volumetric strain.

    参考文献
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吕玺琳,黄茂松,王蓉.基于非线性强度准则的城市固废本构模型[J].同济大学学报(自然科学版),2015,43(9):1308~1312

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  • 收稿日期:2014-08-21
  • 最后修改日期:2015-05-19
  • 录用日期:2015-03-31
  • 在线发布日期: 2015-10-26
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