Permeability of damaged geosynthetic clay liners

Geosynthetics International

Volumn 7, Issue 2, 2000, Pages 101-118

  Mazzieri, F ^a   Pasqualini, E ^a  

^a UNIVERSITÀ POLITECNICA DELLE MARCHE   (Italy)

Author keywords

Bentonite; Damage; GCL; Ion exchange; Permeability; Self Healing

Indexed keywords

BENTONITE; CLAY; GEOSYNTHETIC MATERIALS; HYDRAULIC CONDUCTIVITY; LININGS; MECHANICAL PERMEABILITY; SOIL MECHANICS;

GEOSYNTHETIC CLAY LINERS; SELF HEALING PROCESS;

SOIL TESTING;

CLAY LINER; GEOSYNTHETICS; PERMEABILITY;

CIVIL ENGINEERING; GEOSYNTHETICS;

EID: 0033848375     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.7.0168     Document Type: Article

References (17)

1. Final covers for waste containment
2. Hydraulic conductivity of desiccated geosynthetic clay liners
3. Hydraulic conductivity of a geosynthetic clay liner under various conditions
4. State of the art: Laboratory hydraulic conductivity tests for saturated soils
5. Mise en oeuvre des geosynthetiques bentonitiques
6. Hydraulic conductivity of three geosynthetic clay liners
7. Research on GCLs at Purdue University
8. Hydraulic conductivity of geosynthetic clay liners after freeze-thaw
9. Basic examination on the efficiency of GCLs
10. Field performance of GCL under ion exchange conditions
11. Freeze-thaw cycling and hydraulic conductivity of bentonitic barriers
12. Geosynthetic clay liners subjected to differential settlement
13. Field performance of GCL: A case study
14. Selected factors influencing GCL hydraulic conductivity