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徐永福, 黄寅春. 分形理论在研究非饱和土力学性质中的应用[J]. 岩土工程学报, 2006, 28(5): 635-638.
引用本文: 徐永福, 黄寅春. 分形理论在研究非饱和土力学性质中的应用[J]. 岩土工程学报, 2006, 28(5): 635-638.
XU Yongfu, HUANG Yinchuan. Fractal-textured soils and their unsaturated mechanical properties[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 635-638.
Citation: XU Yongfu, HUANG Yinchuan. Fractal-textured soils and their unsaturated mechanical properties[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 635-638.

分形理论在研究非饱和土力学性质中的应用

Fractal-textured soils and their unsaturated mechanical properties

  • 摘要: 试验室内确定非饱和土的力学性质有许多困难,土体结构与其力学性质密切相关,土体结构可以用分形模型描述,分形理论能很好地用来估算非饱和土的力学参数。文中由非饱和土孔隙分布的分形模型导出了非饱和土的水分特征曲线、渗透系数、剪切强度的表达式,并与已经有的经验公式和试验数据进行了比较,验证了本文的理论结果。

     

    Abstract: The mechanical properties of unsaturated soils were a function of the degree of saturation or matric suction,and could be obtained based on currently available procedures.However,each procedure had its limitations and consequently cares should be taken in the selection of a proper procedure.Fractal approach seemed to be a potentially useful tool to describe hierarchical systems and was suitable to model the structure and hydraulic properties of unsaturated soils.The soil-water characteristics,unsaturated hydraulic conductivity function and unsaturated shear strength were derived from the fractal model for the pore-size distribution,and were expressed by only two independently physical parameters,the fractal dimension and air-entry value.The predictions of the proposed soil-water characteristics,unsaturated hydraulic conductivity and unsaturated shear strength were in good accordance with the published experimental data.

     

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