李燕, 李同录, 李萍, 等. 2024. 全吸力范围非饱和持水函数和渗透性函数的预测模型[J]. 工程地质学报, 32(1): 285-294. doi: 10.13544/j.cnki.jeg.2021-0700.
    引用本文: 李燕, 李同录, 李萍, 等. 2024. 全吸力范围非饱和持水函数和渗透性函数的预测模型[J]. 工程地质学报, 32(1): 285-294. doi: 10.13544/j.cnki.jeg.2021-0700.
    Li Yan, Li Tonglu, Li Ping, et al. 2024. Prediction model for unsaturated water retention and permeability function in the full suction range[J]. Journal of Engineering Geology, 32(1): 285-294. doi: 10.13544/j.cnki.jeg.2021-0700.
    Citation: Li Yan, Li Tonglu, Li Ping, et al. 2024. Prediction model for unsaturated water retention and permeability function in the full suction range[J]. Journal of Engineering Geology, 32(1): 285-294. doi: 10.13544/j.cnki.jeg.2021-0700.

    全吸力范围非饱和持水函数和渗透性函数的预测模型

    PREDICTION MODEL FOR UNSATURATED WATER RETENTION AND PERMEABILITY FUNCTION IN THE FULL SUCTION RANGE

    • 摘要: 非饱和土的持水函数和渗透性函数是刻画其持水能力和水分运移的基本参数。由于物理机制不同,持水函数及渗透性函数在毛细阶段和吸附阶段的特征有显著差异。多数传统的持水和渗透性函数仅考虑了毛细阶段内,毛细水的持水和渗透特性,不能表征吸附阶段内吸附水的特征。为使传统函数模型在吸附阶段也适用,以传统VG持水函数和VG-M渗透性函数为基础,用修正参数C(ψ)修正VG持水函数,并以此确定非饱和土的残余值ψr,区分毛细水的毛细流动和吸附水的薄膜流动。基于薄膜流动的特点,提出参数Γ(ψ),改进了传统VG-M渗透性函数在吸附阶段内低估非饱和渗透系数这一问题,从而建立了全吸力范围的渗透性函数模型。最后用3组持水及渗透性试验结果验证修正模型的合理性,结果表明修正持水函数模型和渗透性函数模型的预测结果在吸附阶段较传统模型更符合实测结果。

       

      Abstract: The water retention function and permeability function of unsaturated soils are fundamental parameters for characterizing the water retention capacity and water transportation of unsaturated soils. They exhibit distinct features in the capillary stage and adsorption stage due to different physical mechanisms. However, most traditional functions only consider the water retention and permeability properties of capillary water within the capillary stage and cannot adequately characterize the adsorbed water within the adsorption stage. To address this limitation, we modified the traditional VG model, based on the traditional VG water retention function and VG-M permeability function, by correcting it with a modified parameter C(ψ). This modification allows the traditional VG model to determine the residual suction value ψr for unsaturated soils, distinguishing between capillary flow in the capillary stage and thin film flow in the adsorption stage. Additionally, considering the characteristics of thin film flow, we proposed a parameter Γ(ψ)to improve the issue wherein the traditional VG-M permeability function often underestimates the unsaturated permeability coefficient in the adsorption stage. This led to the establishment of a permeability function model for the full suction range. Finally, we verified the rationality of the modified VG and VG-M models using three sets of measured water retention and permeability data. The results demonstrate that the prediction outcomes of the modified water retention model and permeability function model are more consistent with the measured data in the adsorption zone compared to the traditional models.

       

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