Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Specific Surface and Hydraulic Conductivity of Fine-Grained Soils
The Kozeny-Carman (K-C) equation can be used to predict the saturated hydraulic conductivity of a soil, provided enough information is given regarding the porosity and the specific surface. The main limitation of the K-C equation lays in the determination of the specific surface of the soil, a parameter that is not regularly measured but can be estimated with analytical or empirical relations. A method to evaluate the soil’s specific surface is proposed, which combines the contribution of the plastic clayey fraction and that of the granular silty-sandy particles. The applicability of the proposed method and its effect on the performance of the K-C equation have been verified by comparing the K-C estimated hydraulic conductivity with the result of approximately 130 hydraulic conductivity tests on saturated soil specimens in the triaxial apparatus. The results show that the K-C equation and the method for estimating the specific surface predict within an order of magnitude the saturated hydraulic conductivity of clayey to silty-sandy soils with measured hydraulic conductivity in the range .
Specific Surface and Hydraulic Conductivity of Fine-Grained Soils
The Kozeny-Carman (K-C) equation can be used to predict the saturated hydraulic conductivity of a soil, provided enough information is given regarding the porosity and the specific surface. The main limitation of the K-C equation lays in the determination of the specific surface of the soil, a parameter that is not regularly measured but can be estimated with analytical or empirical relations. A method to evaluate the soil’s specific surface is proposed, which combines the contribution of the plastic clayey fraction and that of the granular silty-sandy particles. The applicability of the proposed method and its effect on the performance of the K-C equation have been verified by comparing the K-C estimated hydraulic conductivity with the result of approximately 130 hydraulic conductivity tests on saturated soil specimens in the triaxial apparatus. The results show that the K-C equation and the method for estimating the specific surface predict within an order of magnitude the saturated hydraulic conductivity of clayey to silty-sandy soils with measured hydraulic conductivity in the range .
Specific Surface and Hydraulic Conductivity of Fine-Grained Soils
Sanzeni, Alex (Autor:in) / Colleselli, Francesco (Autor:in) / Grazioli, Davide (Autor:in)
Journal of Geotechnical and Geoenvironmental Engineering ; 139 ; 1828-1832
14.01.2013
52013-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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