| Issue |
E3S Web Conf.
Volume 195, 2020
4th European Conference on Unsaturated Soils (E-UNSAT 2020)
|
|
|---|---|---|
| Article Number | 03030 | |
| Number of page(s) | 6 | |
| Section | Experimental Evidence and Techniques | |
| DOI | https://doi.org/10.1051/e3sconf/202019503030 | |
| Published online | 16 October 2020 | |
Laboratory testing of seepage in concrete
1 National University of Public Service, Department of Hydraulic Engineering. Baja, Hungary
2 Budapest University of Technology Economics, Department of Engineering Geology and Geotechnics, Budapest, Hungary
3 Budapest University of Technology Economics, Department of Construction Materials and Technologies Budapest, Hungary
* e-mail: pap.miklos@epito.bme.hu
Due to the construction of underground structures and hazardous waste storages, understanding and modelling of water flow through concrete has become a major topic for life-span analyses. The water retention curve (WRC) is an essential unsaturated soil function, which can be determined not only for soil samples, but also for other porous media. This paper deals with the determination of drying water retention curve for six different concrete mixtures that provide a substantial characteristic for the investigation and modelling of seepage through the pores of concrete. According to the complex pore system of the concrete, the bimodal function of van Genuchten (1980) and Fredlund and Xing (1994) models were used for curve fitting. The fitted curves were used to estimate the permeability function using Fredlund et. al (1994) model.
© The Authors, published by EDP Sciences 2020
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