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The paper presents methods of laboratory and in situ tests as well as the results obtained, of the hydraulic parameters of the bentonite material used for the cut-off wall construction on the sanitary landfill site. It is assessed if there are any changes of permeability in time and how effective is the proposed material (self hardening cement-bentonit mixture). The procedures for the monitoring and contaminants migration modelling, and also the reliability of results are assessed and presented. It is proved that correctly installed vertical barrier made of bentonite material is a perfect solution for the old landfill reclamation and restoration works.
The paper presents methods of laboratory and in situ tests as well as the results obtained, of the hydraulic parameters of the bentonite material used for the cut-off wall construction on the sanitary landfill site. It is assessed if there are any changes of permeability in time and how effective is the proposed material (self hardening cement-bentonit mixture). The procedures for the monitoring and contaminants migration modelling, and also the reliability of results are assessed and presented. It is proved that correctly installed vertical barrier made of bentonite material is a perfect solution for the old landfill reclamation and restoration works.
Determination of Key Hydraulic Characteristics of the Vertical Bentonite Barrier As an Old Sanitary Landfill Containment
Koda, E. (Autor:in)
GeoCongress 2012 ; 2012 ; Oakland, California, United States
GeoCongress 2012 ; 3437-3446
29.03.2012
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
British Library Conference Proceedings | 2012
|British Library Conference Proceedings | 2005
|TIBKAT | 1976
|Engineering Index Backfile | 1959
Engineering Index Backfile | 1950
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