Deformation Behaviours and Deformation Parameter of loess in Shanxi District

Liu Zudian; Li Jing; Guo Zengyu; Rao Wenying

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Volume 6 Issue 3

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Chinese Journal of Geotechnical Engineering > 1984 > 6(3): 24-34.

Liu Zudian, Li Jing, Guo Zengyu, Rao Wenying. Deformation Behaviours and Deformation Parameter of loess in Shanxi District[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(3): 24-34.

Citation:

Liu Zudian, Li Jing, Guo Zengyu, Rao Wenying. Deformation Behaviours and Deformation Parameter of loess in Shanxi District[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(3): 24-34.

Citation:

Liu Zudian, Li Jing, Guo Zengyu, Rao Wenying. Deformation Behaviours and Deformation Parameter of loess in Shanxi District[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(3): 24-34.

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Deformation Behaviours and Deformation Parameter of loess in Shanxi District

Shanxi Institute of Mechanical Engineering Xi'an

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Published Date: May 18, 1984

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Abstract

Abstract

In this paper the behaviours and mathematical models of stress-strain relationships of loess during different period of formation are discribed. Then the behavious of deformation parameters of loess and their laws of variation are studyed. Finally, the results of the calculated settlement of loess foundation are analyzed and compared. The analyses indicate that the nonlinear elastic increament method of calculated settlement of loess foundation with parameters of triaxial test is reasonable.