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Geomembrane
Alternative Bottom Liner System
Interface Friction Performance
Guidance on the Design and Construction of Leak-Resistant Geomembrane Boots and Attachments to Structures
Geomembrane Puncture Potential and Hydraulic Performance in Mining Applications
Geomembrane Lifetime Prediction: Geosynthetic Institute
Water Content–Density Criteria for Determining Geomembrane–Fly Ash Interface Shear Strength
Geomembranes and Seams
GEOMEMBRANE OR GEOSYNTHETIC CLAY LINER Code 521A (Ft2)
The Geoweb Slope Protection System Technical Overview
Interface Friction of Smooth Geomembranes and Ottawa Sand
GEC 11 Design and Construction of Mechanically Stabilized Earth Walls and Reinforced Soil Slopes
Using Geomembrane Liners to Reduce Seepage Through the Base of Tailings Ponds—A Review and a Framework for Design Guidelines
Microspike® Textured Geomembrane
Geotextiles and Geomembranes: Properties, Production and Engineering Applications
Effect of Time on Soil-Geomembrane Interface Shear Strength
Geomembrane Lifetime Prediction: Unexposed and Exposed Conditions
Shear Testing of the Interfacial Friction Between an HDPE Geomembrane and Solid Waste
Mechanically Stabilized Backfill and Properties of Geosynthetics and Geocomposites
Top View
Mechanically Stabilized Earth System Inspection Manual
Landfill 101 Geosynthetics Design and CQA
Geosynthetics in Pavement Engineering
Assessment of Geosynthetics Interface Friction for Slope Barriers of Landfill
Hydraulic Conductivity of Geosynthetic Clay Liners Exhumed from Landfill
Geomembranes and Geosynthetic Clay Liners (Gcls)
Sand- and Clay-Photocured-Geomembrane Interface Shear Characteristics Using Direct Shear Test
Evaluating the Hydraulic Conductivity of Gcls Permeated with Non-Standard Liquids Charles D
Design Standards 13-Chapter 20 Geomembranes
Leakage Through Liners Constructed with Vaterways Geomembranes--Part I
Leakage Through Liners Under High Hydraulic Heads
Stabilization of Soil by Use of Geomembrane and Geofibers
MS Word Technical Paper Template
Geomembrane Damage Due to Static and Cyclic Shearing Over Compacted Gravelly Sand
Soil-Geosynthetic Interface Strength on Smooth and Texturized Geomembranes Under Different Test Conditions
FHWA-NHI-00-043: MSEW and RSS, Design And
Interface Shear: Towards Understanding the Significance in Geotechnical Structures
GSI White Paper #33 Geosynthetic Institute
Frictional Behaviour of Three Critical Geosynthetic Interfaces B
Numerical Analysis of Leakage Through Defective Geomembrane Liners in Embankment Dams Sarper Demirdogen University of South Florida,
[email protected]
Mechanically Stabilized Earth System Inspection Manual
Sustainable Geomembrane Recycling and Downcycling by Timothy D
Geomembrane Liner Durability: Contributing Factors and the Status Quo
Heap Leach Pad Design and Construction Practices in the 21 St Century
Technical Data & Specifications
Embankment Dams
Lecture 22 Geosynthetic Clay Liners and Geomembranes
Chapter 10 Geosynthetics
Physical Performance of Geomembranes Used in Heap Leach Pad Applications
A Method for Measuring Smooth Geomembrane / Soil Interface Shear Behaviour Under Unsaturated Conditions
Chapter 3 Geomembranes
The Importance of Drainage Control for Geosynthetic Reinforced Mechanically Stabilized Earth Walls
International Society for Soil Mechanics and Geotechnical Engineering
Geomembrane Case Summary
Geomembrane Use in Transportation Systems
Geosynthetics
HDPE Geomembranes for Environmental Protection: Two Case Studies
11Th International Conference on Geosynthetics 2018 (11ICG)
A Review on Geomembrane Characteristics and Application in Geotechnical Engineering Sandra Ghavam Shirazi, Komeil Valipourian, Mohammad Reza Golhashem
FLUID MIGRATION THROUGH GEOMEMBRANE SEAMS and THROUGH the INTERFACE BETWEEN GEOMEMBRANE and GEOSYNTHETIC CLAY LINER Madalena Barroso