Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils
- Author
- Gemmina Di Emidio (UGent) , Herman Peiffer (UGent) , Benny Malengier (UGent) , Pavol Kison (UGent) and Adam Bezuijen (UGent)
- Organization
- Abstract
- The purpose of this research is to validate a mathematical model for flow through saturated and unsaturated porous media using a bench-scale centrifuge for an accurate determination of the hydraulic conductivity (function of the saturation degree of a soil) within a limited time at a reasonable price. The aim of this paper is to show preliminary results of this investigation where the validation and calibration of the mathematical model is performed determining the hydraulic conductivity of saturated porous media, such as kaolin clay and glass porous filters, with a bench-scale centrifuge.
- Keywords
- centrifuge modeling, hydraulic conductivity, inverse problem
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-2097717
- MLA
- Di Emidio, Gemmina, et al. “Bench-Scale Centrifuge Testing to Determine the Hydraulic Conductivity of Chayey Soils.” 2nd European Conference on Physical Modelling in Geotechnics, Proceedings, Ghent University, Department of Civil engineering, 2012, pp. 1–10.
- APA
- Di Emidio, G., Peiffer, H., Malengier, B., Kison, P., & Bezuijen, A. (2012). Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils. 2nd European Conference on Physical Modelling in Geotechnics, Proceedings, 1–10. Ghent, Belgium: Ghent University, Department of Civil engineering.
- Chicago author-date
- Di Emidio, Gemmina, Herman Peiffer, Benny Malengier, Pavol Kison, and Adam Bezuijen. 2012. “Bench-Scale Centrifuge Testing to Determine the Hydraulic Conductivity of Chayey Soils.” In 2nd European Conference on Physical Modelling in Geotechnics, Proceedings, 1–10. Ghent, Belgium: Ghent University, Department of Civil engineering.
- Chicago author-date (all authors)
- Di Emidio, Gemmina, Herman Peiffer, Benny Malengier, Pavol Kison, and Adam Bezuijen. 2012. “Bench-Scale Centrifuge Testing to Determine the Hydraulic Conductivity of Chayey Soils.” In 2nd European Conference on Physical Modelling in Geotechnics, Proceedings, 1–10. Ghent, Belgium: Ghent University, Department of Civil engineering.
- Vancouver
- 1.Di Emidio G, Peiffer H, Malengier B, Kison P, Bezuijen A. Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils. In: 2nd European conference on physical modelling in geotechnics, Proceedings. Ghent, Belgium: Ghent University, Department of Civil engineering; 2012. p. 1–10.
- IEEE
- [1]G. Di Emidio, H. Peiffer, B. Malengier, P. Kison, and A. Bezuijen, “Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils,” in 2nd European conference on physical modelling in geotechnics, Proceedings, Delft, The Netherlands, 2012, pp. 1–10.
@inproceedings{2097717, abstract = {{The purpose of this research is to validate a mathematical model for flow through saturated and unsaturated porous media using a bench-scale centrifuge for an accurate determination of the hydraulic conductivity (function of the saturation degree of a soil) within a limited time at a reasonable price. The aim of this paper is to show preliminary results of this investigation where the validation and calibration of the mathematical model is performed determining the hydraulic conductivity of saturated porous media, such as kaolin clay and glass porous filters, with a bench-scale centrifuge.}}, author = {{Di Emidio, Gemmina and Peiffer, Herman and Malengier, Benny and Kison, Pavol and Bezuijen, Adam}}, booktitle = {{2nd European conference on physical modelling in geotechnics, Proceedings}}, keywords = {{centrifuge modeling,hydraulic conductivity,inverse problem}}, language = {{eng}}, location = {{Delft, The Netherlands}}, pages = {{1--10}}, publisher = {{Ghent University, Department of Civil engineering}}, title = {{Bench-scale centrifuge testing to determine the hydraulic conductivity of chayey soils}}, year = {{2012}}, }