水泥改良土孔隙表面的分形模型

    FRACTAL MODEL FOR PORE STRUCTURE OF CEMENT STABILIZED SOIL

    • 摘要: 孔隙表面特性直接影响土的渗透性、变形和强度特性,定量分析土的孔隙表面特性一直是土力学需要攻克的难题。研究水泥改良土的孔隙表面特性能解释水泥的加固机理。本文通过压汞试验定量地测量水泥改良土的孔隙总体积和不同孔径的孔隙分布,分析水泥含量、龄期、含水率和干密度对水泥改良土的中位孔径和平均孔径的影响,揭示水泥改良土的加固机理。基于水泥改良土的压汞试验结果,建立了水泥改良土孔隙分布的分形模型,分析水泥改良土孔隙分布的分维与水泥含量、龄期、含水率和干密度的关系。

       

      Abstract: Pore structure characteristics directly affect the permeability,deformation,and strength properties of soils. Quantitative analysis of pore structure characteristics of soils has always been a difficult problem in soil mechanics. Pore structure characteristics of cement-stabilized soils are used to explain the reinforcement mechanism. The total pore volume and pore distribution of different pore diameters of cement-stabilized soil are measured quantitatively through the mercury injection experiment in this paper. The effects of cement content,age,moisture content,and dry density on the median and average pore diameters of cement-stabilized soil are analyzed,and the reinforcement mechanism of cement-stabilized soil is revealed. Based on the mercury intrusion test results of cement-stabilized soil,a fractal model of pore distribution of cement-stabilized soil is established. The relationship between the fractal dimension of the pore-size distribution and the cement content,age,moisture content,and dry density of cement-stabilized soil is analyzed.

       

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