陈伟, 李文平, 刘强强, 王丹志. 2014: 陕北非饱和重塑红土渗透特性试验研究. 工程地质学报, 22(1): 106-111.
    引用本文: 陈伟, 李文平, 刘强强, 王丹志. 2014: 陕北非饱和重塑红土渗透特性试验研究. 工程地质学报, 22(1): 106-111.
    CHEN Wei, LI Wenping, LIU Qiangqiang, WANG Danzhi. 2014: EXPERIMENTAL RESEARCH ON PERMEABILITY CHARACTERISTICS OF UNSATURATED AND REMOULDED LATERITE IN NORTHERN SHAANXI PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 106-111.
    Citation: CHEN Wei, LI Wenping, LIU Qiangqiang, WANG Danzhi. 2014: EXPERIMENTAL RESEARCH ON PERMEABILITY CHARACTERISTICS OF UNSATURATED AND REMOULDED LATERITE IN NORTHERN SHAANXI PROVINCE. JOURNAL OF ENGINEERING GEOLOGY, 22(1): 106-111.

    陕北非饱和重塑红土渗透特性试验研究

    EXPERIMENTAL RESEARCH ON PERMEABILITY CHARACTERISTICS OF UNSATURATED AND REMOULDED LATERITE IN NORTHERN SHAANXI PROVINCE

    • 摘要: 以实测土水特征曲线为基础,采用 Van Genuchten 模型,详细研究了干密度和体积含水量对非饱和保德组红土渗透特性的影响。研究表明:不同干密度下,在半对数坐标系中,非饱和保德组红土渗透系数与体积含水量呈现出近似直线关系,非饱和保德组红土渗透系数随体积含水量的增大而单调加速增大,且密实状态非饱和保德组红土渗透系数对体积含水量的变化比较敏感。不同干密度下,在半对数坐标系中,非饱和保德组红土渗透系数与基质吸力之间呈现出指数函数关系,且非饱和保德组红土渗透系数随基质吸力的增大而减小,当土体干密度较大时,非饱和保德组红土渗透系数随基质吸力的增大变化较大,同样表明密实状态非饱和保德组红土的渗透系数对干密度的变化比较敏感。

       

      Abstract: Influences of dry density and volumetric water content on permeability characteristics of unsaturated Baode Fm. laterite are studied by adopting Van Genuchten model on basis of measured results. The results show that with different dry density, unsaturated permeability coefficient is accelerated monotonically and increasing with increase of volumetric water content in semilogarithmic coordinates. Unsaturated permeability coefficient is approximate linear related to volumetric water content. The permeability coefficient of dense unsaturated laterite is relatively sensitive to change of volumetric water content. With different dry density, the unsaturated permeability coefficient has an exponential function relationship with the matric suction in semilogarithmic coordinates. The unsaturated permeability coefficient is monotonically decreasing with increase of matric suction. When dry density of soil is relatively high, the permeability coefficient of unsaturated laterite is changing more violently with change of matric suction. The permeability coefficient of dense unsaturated laterite is considerably sensitive to change of dry density.

       

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