Geosynthetic clay liners

Geotextiles and Geomembranes

Volumn 20, Issue 1, 2002, Pages 3-17

  Bouazza, A ^a  

^a MONASH UNIVERSITY   (Australia)

Author keywords

Bentonite thinning; Chemical compatibility; Equivalency; Gas migration; Geosynthetic clay liners; Hydraulic conductivity; Slope stability

Indexed keywords

CANALS; DURABILITY; ENVIRONMENTAL PROTECTION; HYDRAULICS; TANKS (CONTAINERS); TRANSPORTATION;

CLAY LINERS;

GEOSYNTHETIC MATERIALS;

BENTONITE; CLAY LINER; GAS SEEPAGE; GEOSYNTHETICS; HYDRAULIC CONDUCTIVITY; SLOPE STABILITY;

EID: 0036466948     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(01)00025-5     Document Type: Short Survey

References (57)

1. Evaluation of diffusive gas flux through covers with GCLs
2. Performance of geosynthetic clay liners
3. Advective gas flux through partially saturated geosynthetic clay liners
4. Hydraulic conductivity of a geosynthetic clay liner under various conditions
5. The slope stability of GCL layers in geosynthetic lining system
6. Cause and mechanism of failure, Kettleman hills landfill B-19, unit 1A
7. Hydraulic durability of geosynthetic clay liners
8. Slope stability of geosynthetic clay liner test plots
9. Gas permeability of geosynthetic clay liners
10. Evaluation of self healing ability of geosynthetic caly liners
11. In-situ soda ash treatment for contaminated geosynthetic clay liners
12. Natural bentonites-influences on ion exchange and partial dessication on permeability and self healing capacity of bentonites used in GCLs
13. Shear behaviour of an unreinforced geosynthetic clay liner
14. Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liners
15. Hydraulic conductivity of three geosynthetic clay liners
16. Shear strength tests on geosynthetic clay liner systems
17. Bearing capacity of GCLs for cover soils of varying particle size
18. Internal shear strength of three geosynthetic clay liners
19. Filed study of installation damage for geosynthetic clay liners
20. Hydraulic performance of geostnthetic clay liners under gravel cover soils
21. Geosynthetic clay liners, part four: Interface and internal shear strength determination
22. Behaviour of geosynthetic clay liner (GCL): Laboratory tests
23. Shear strength of reinforced GCLs
24. Criterion for acceptable bentonite loss from a GCL incorporated into a liner system
25. Field performance of GCL under ion exchange conditions
26. Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single species salt solutions
27. Bearing capacity of hydrated geosynthetic clay liner
28. Geosynthetic clay liners subjected to differential settlement
29. Diffusion of sodium and chloride through geosynthetic clay liners
30. Effect of wet dry cycling on swelling and hydraulic conductivity of GCLs
31. Solid waste containment systems
32. Field performance of GCLs: A case study
33. Permeability of damaged geosynthetic clay liners
34. Compatibility of GCLs with organic solutions
35. In-situ studies on the performance of landfill caps
36. Testing procedure and results for the study of internal erosion of geosynthetic clay liners
37. A GCL and incompatible soil case history: A design problem
38. GCL-chemical compatibility by hydraulic conductivity testing and factors impacting its performance
39. Selected factors influencing GCL hydraulic conductivity
40. Comparison of laboratory measured GCL hydraulic conductivity based on three permeameter types
41. Compatibility of geosynthetic clay liners with organic and inorganic permeants
42. Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste
43. Liner systems
44. Geosynthetics: Innovative materials and rational design
45. GCL internal shear strength requirements
46. Geosynthetic clay liners permeated with chemical solutions and leachates
47. Evaluating the hydraulic conductivity of GCLs permeated with nonstandard liquids
48. Results of laboratory tests on a geotextile/bentonite liner material
49. Geosynthetic clay liner field performance
50. Bentonite migration in geosynthetic clay liners
51. Shear behaviour of reinforced geosynthetic clay liners
52. Unreinforced geosynthetic clay liners case history
53. Behaviour of lining systems on waste landfill slopes: An experimental approach
54. Shear strength of HDPE geomembrane/geosynthetic clay liner interface
55. Gas permeability of three needle punched geosynthetic clay liners
56. Can geosynthetic clay liners be used on slopes to achieve long-term stability
57. Needle punched geosynthetic clay liners