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骆亚生, 赵程斌, 孙哲, 范全, 牛雨欣, 李斌. 基于塑性元件微元化的重塑黄土黏弹塑性本构模型[J]. 岩土工程学报, 2024, 46(3): 624-631. DOI: 10.11779/CJGE20221452
引用本文: 骆亚生, 赵程斌, 孙哲, 范全, 牛雨欣, 李斌. 基于塑性元件微元化的重塑黄土黏弹塑性本构模型[J]. 岩土工程学报, 2024, 46(3): 624-631. DOI: 10.11779/CJGE20221452
LUO Yasheng, ZHAO Chengbin, SUN Zhe, FAN Quan, NIU Yuxin, LI Bin. Visco-elastoplastic constitutive model for remolded loess based on infinitesimalization of plastic elements[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 624-631. DOI: 10.11779/CJGE20221452
Citation: LUO Yasheng, ZHAO Chengbin, SUN Zhe, FAN Quan, NIU Yuxin, LI Bin. Visco-elastoplastic constitutive model for remolded loess based on infinitesimalization of plastic elements[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(3): 624-631. DOI: 10.11779/CJGE20221452

基于塑性元件微元化的重塑黄土黏弹塑性本构模型

Visco-elastoplastic constitutive model for remolded loess based on infinitesimalization of plastic elements

  • 摘要: 基于塑性元件微元化和无穷级数的思想,通过加、卸载条件的三轴蠕变试验建模并通过动力三轴试验验证,建立了重塑黄土的黏弹塑性本构模型,并获得了相应的参数指标。研究表明,该模型可以很好地描述重塑黄土的蠕变、静力和动力特性,且能更加合理地解释卸载条件下回弹曲线的变化特征。塑性元件微元化的处理方法弥补了以往黏弹塑性本构模型中塑性变形不易描述的缺点,相比其他的黏弹塑性本构模型,该模型应用更加简单且适用范围更广。

     

    Abstract: Based on the theory of infinitesimalization of plastic elements and infinite series, the visco-elastoplastic constitutive model for remolded loess is established through the triaxial creep tests under loading and unloading conditions and verified by the dynamic triaxial test, and the corresponding parameter indexes are obtained. The research shows that the constitutive model can well describes the creep, static and dynamic characteristics of the remolded loess and it more reasonably explain the variation characteristics of rebound curve under unloading conditions. In addition, the processing method for the infinitesimalization of plastic elements makes up for the shortcomings that plastic deformation is not easy to describe in the previous visco-elastoplastic constitutive model. Compared with other visco-elastoplastic constitutive models, the proposed model is simpler and more widely used.

     

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