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张苏民, 郑建国. 湿陷性黄土(Q3)的增湿变形特征[J]. 岩土工程学报, 1990, 12(4): 21-31.
引用本文: 张苏民, 郑建国. 湿陷性黄土(Q3)的增湿变形特征[J]. 岩土工程学报, 1990, 12(4): 21-31.
Zhang Sumin, Zhen Jianguo. The Deformation Characteristics of CollapsibleLoess during Moistening Process[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(4): 21-31.
Citation: Zhang Sumin, Zhen Jianguo. The Deformation Characteristics of CollapsibleLoess during Moistening Process[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(4): 21-31.

湿陷性黄土(Q3)的增湿变形特征

The Deformation Characteristics of CollapsibleLoess during Moistening Process

  • 摘要: 黄土(Q3)是一种欠压密土,具有不同程度的湿陷性。本文提出了“增湿变形”的概念,建立了增湿变形的力学模型和模式,有助于进一步认识湿陷性黄土在增湿时的全部变形特征。同时还用应力增湿路径和应力增湿变形曲面来表示变形的发展过程。最后,还提出了变形势和湿陷势的概念。

     

    Abstract: Loess Q3 is a kind of undsr-compaction soil and has collapsibility in various degrees. In this paper, the concepts of moistening deformation are defined and the mechanical model of this moistening deformation is set up. This model will contribute to understanding all the deformation characteristics of collapsible loess. The deformation process can be indicated by a stress-moistening path and a stress-moistening-deformation surface. Furthermore, the coacepts of deformation potential and collapsible potential are defined.

     

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