GNA – The World’s Most Viewed Online Geosynthetics Bulletin
NEWSMAKERS: * ANCOLD * Atarfil * Chevron Phillips * Concrete Canvas * DDT Liners * Geofabrics * Huesker * Naue * Solmax * Tenax * Teneo * Tensar
Solmax Slashes Electric Use, CO2 Emissions
NAUE GCL Used to Rehabilitate 50 year Concrete Reservoir in Germany (Video)
Bentofix® geosynthtetic clay liner (CCL) enables cost-effective solution
Atarfil Heads to WasteCon19
Chevron Philips Response to Australian Anti-Dumping Commission on HDPE Resin (Declassified)
Estimating Leakage Through Geomembrane Liners
Free Leakage rate Calculator for Compacted Soils and Geosynthetic Liners
Teneo and DDT Liners Exhibiting at the Energy & Resources Queensland Expo (16th – 17th October 2019)
Geosynthetic Cementitious Composite Mats – Essential Characteristics and Properties
W. Crawford & M. Kujawsk Concrete Canvas Ltd, Pontypridd, United Kingdom
Protection of Reinforced Soil Structures Using Geosynthetic Cementitious Composite Mats
L. Church Concrete Canvas Ltd, Pontypridd, United Kingdom C. Doulala-Rigby Tensar International Ltd, Blackburn, United Kingdom
Sewage Lagoon Reconstruction Progressing Smoothly After Liner Failure
Geosynthetic Reinforced Steep Slope 60.0 m High for the Stabilisation of the Valpola Landslide in Northern Italy (Tenax)
Huesker Patent Silt Fence for Capturing Pollutants
Failure of a Massive Geosynthetic-reinforced Clay Dyke for a Waste Disposal Plant
Sand-filled Geotube Containers in River and Coastal Engineering Based on Case Study Applications
C. Noël, A. Tavallali, L. das Neves International Marine and Dredging Consultants (IMDC nv), Antwerp, Belgium
A New Approach to Characterise the Benefit of Multiaxial Geogrid on Soil
A. S. Lees Tensar International, Nicosia, Cyprus
Behavior of Geogrid Reinforced Ballast in Triaxial Shear Strength Tests
Seismic Response of Geosynthetic Reinforced Earth Dams
Effects of Earthquake Characteristics on Soil Isolation with Geosynthetics
Geosynthetic-reinforced Earth Walls and Slopes in Extremely Challenging Applications
By O. Detert/ HUESKER Synthetic GmbH/ Gescher, Germany
Efficiency of Erosion Prevention Geosynthetics for Nonvegetated Slopes During Extreme Artificial Rainfalls Testing
test M. Vaníček GEOSYNTETIKA, Ltd., Prague, Czech Republic J. Vaníček GEOSYNTETIKA, Ltd., Prague, Czech Republic P. Kavka, D. Zumr Czech Technical University, Prague, Czech Republic O. Marek STRIX Chomutov, a.s., Chomutov, Czech Republic
ANCOLD Workshop on Liquefaction of Tailings
The Use of Geocomposites (i.e., Bonded Geogrid-Geotextile Layers) to Enhance the Performance of Ballast
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