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刘晓东, 施建勇. 基于土水特征曲线预测城市固体废弃物(MSW)非饱和渗透系数研究[J]. 岩土工程学报, 2012, 34(5): 855-862.
引用本文: 刘晓东, 施建勇. 基于土水特征曲线预测城市固体废弃物(MSW)非饱和渗透系数研究[J]. 岩土工程学报, 2012, 34(5): 855-862.
LIU Xiao-dong, SHI Jian-yong. Unsaturated conductivity of MSW based on soil-water characteristic curve[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 855-862.
Citation: LIU Xiao-dong, SHI Jian-yong. Unsaturated conductivity of MSW based on soil-water characteristic curve[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(5): 855-862.

基于土水特征曲线预测城市固体废弃物(MSW)非饱和渗透系数研究

Unsaturated conductivity of MSW based on soil-water characteristic curve

  • 摘要: 基于对人工配制的城市固体废弃物( MSW )的土水特征试验,研究了不同有机含量、不同孔隙比下 MSW 的非饱和渗透系数,得到了 MSW 非饱和渗透系数随有机含量和孔隙比变化的定量关系式。研究结果表明在双对数坐标系下, MSW 的气相和液相非饱和渗透系数和吸力几乎为线性关系;对于相同的吸力作用,孔隙比越大,其液相和气相非饱和渗透系数也越大;总体上液相非饱和渗透系数的变化范围为 10 - 11 ~ 10 - 5 cm/s ,气相非饱和渗透系数的变化范围为 10 - 5 ~ 10 - 2 cm/s 。与有机含量的变化相比,孔隙比的变化对 MSW 非饱和渗透特性的影响较为明显。公式验证表明,利用该方法预测已知成分和孔隙比的 MSW 的非饱和渗透系数是可行的。

     

    Abstract: Based on the soil-water characteristic curve of synthetic MSW, quantitative relations between unsaturated conductivity and void ratio/organic content of MSW are given. The relations between unsaturated conductivity and suction in two logarithms coordinates are shown to be linear. The larger the void ratio, the larger the unsaturated hydraulic conductivity and unsaturated gaseous conductivity. The unsaturated hydraulic conductivity is 10-11~10-5 cm/s, and the unsaturated gaseous conductivity is 10-5~10-2 cm/s. The void ratio has more serious influence on unsaturated conductivity compared to the organic content. The experimental results are proved reasonable by validation, and the unsaturated conductivity of certain MSW can be predicted by the proposed method.

     

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