new model for predicting saturated hydraulic conductivity and diffusion coefficient of granular soils using fractals
عنوان مقاله: new model for predicting saturated hydraulic conductivity and diffusion coefficient of granular soils using fractals
شناسه ملی مقاله: NCCE04_425
منتشر شده در چهارمین کنگره ملی مهندسی عمران در سال 1387
شناسه ملی مقاله: NCCE04_425
منتشر شده در چهارمین کنگره ملی مهندسی عمران در سال 1387
مشخصات نویسندگان مقاله:
Heydari - PhD. student, Dept. of Civil Engineering, Shiraz University, Shiraz, Iran
Habibagahi - Professor, Dept. of Civil Engineering, Shiraz University, Shiraz, Iran
خلاصه مقاله:
Heydari - PhD. student, Dept. of Civil Engineering, Shiraz University, Shiraz, Iran
Habibagahi - Professor, Dept. of Civil Engineering, Shiraz University, Shiraz, Iran
There is a general interest in quantifying soil structure to obtain physically based parameters relevant to transport processes. Fractals offer new opportunities to address the relation between structure and a range of physical processes occurring in the soil. In this paper, a random model matrix satisfying the particle size distribution and porosity of a heterogeneous soil structure is constructed. This model is used to predict the saturated hydraulic conductivity and the diffusion coefficient of granular soil. A comprehensive study is conducted to evaluate the usefulness of the proposed model using fractals by comparing the results with the available experimental data.
کلمات کلیدی: fractal, hydraulic conductivity, diffusion
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/38055/