Critical Evaluation of the Long-Term Shear Strength of Geosynthetic Clay Liners

2016 ◽  
Author(s):  
Shahin Ghazizadeh ◽  
Christopher A. Bareither
Keyword(s):  
Shear Strength ◽  
Critical Evaluation ◽  
Geosynthetic Clay Liners ◽  
Clay Liners

Long-term shear strength of geosynthetic clay liners

2008 ◽  
Vol 26 (2) ◽  
pp. 130-144 ◽  
Author(s):  
Werner Müller ◽  
Ines Jakob ◽  
Stefan Seeger ◽  
Renate Tatzky-Gerth
Keyword(s):  
Shear Strength ◽  
Geosynthetic Clay Liners ◽  
Clay Liners

scholarly journals LONG-TERM PERFORMANCE OF GEOSYNTHETIC CLAY LINERS USED IN ACID ROCK DRAINAGE MITIGATION

2011 ◽  
Vol 26 ◽  
pp. 137-144 ◽  
Author(s):  
Angelica Naka ◽  
Takeshi Katsumi ◽  
Toru Inui ◽  
Atsushi Takai ◽  
Takehiro Ohta
Keyword(s):  
Acid Rock Drainage ◽  
Geosynthetic Clay Liners ◽  
Clay Liners ◽  
Acid Rock ◽  
Long Term Performance ◽  
Term Performance

Design for Composite Liners of Landfill under Alternating Cycles of Wetting-Drying and Freezing-Thawing

2010 ◽  
Vol 163-167 ◽  
pp. 4464-4469
Author(s):  
Hong Yu Wang
Keyword(s):  
Northwest China ◽  
Geosynthetic Clay Liners ◽  
Clay Liners ◽  
Freeze Thaw ◽  
The World ◽  
Barrier Performance ◽  
Sliding Stability ◽  
Composite Liners ◽  
Effective Design

The design conception of composite liners consisting of a geomembrane (GM), geosynthetic clay liners (GCLs) and compacted gravel soils for landfill is presented based on the climate characteristic, gravel soils material storage in abundance, and GCLs having been exported all over the world for various applications. The analyses results suggested that the capacity to resist the collapse of wetting-drying and freezing-thawing, long-term barrier performance, and the general sliding stability of barrier system are enhanced obviously by using GCLs/GM as barrier and displacing clay by gravel soils as protector in this paper. It will be plausible as effective design for the barrier system of landfill under wet-dry and freeze-thaw alternating cycles in northwest China.

Lower-bound shear strength for geosynthetic clay liners in base liners

2004 ◽  
Vol 11 (3) ◽  
pp. 200-211 ◽  
Author(s):  
R. B. Gilbert ◽  
S. G. Wright ◽  
M. K. Shields ◽  
J. E. Obermeyer
Keyword(s):  
Shear Strength ◽  
Lower Bound ◽  
Geosynthetic Clay Liners ◽  
Clay Liners
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