Boyd Ramsey, GSE Chief Engineer

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Selecting the Right Additives UV Aging High Density: +220% Linear Low Density: +214% 20
Multi-axial Performance True performance test Differential settlement causes at least 20% Defects and flaws can cause poor performance Structured geomembranes struggle 21
Page 1 and 2: Geomembrane, Geosynthetic Clay Line
Page 3 and 4: Products Geomembranes Geomembranes
Page 5 and 6: Geosynthetic Barrier Materials and
Page 7 and 8: USEPA documented groundwater contam
Page 9 and 10: Subtitle D cover system ≥ 6”
Page 11: HIGH PERFORMANCE GEOMEMBRANE
Page 14 and 15: What must a High Performance geomem
Page 16 and 17: How? Raw material selection Resin A
Page 18 and 19: HPOIT (minutes) Selecting the Right
Page 22 and 23: High Pressure Oxidative Induction T
Page 24 and 25: SKB Lansing Landfill Project 24
Page 30 and 31: Landfill Closures 30
Page 32 and 33: Exposed Applications 32
Page 34 and 35: Tunnels 34
Page 36 and 37: GSE COAL ASH RESISTANT GCL
Page 38 and 39: Geosynthetic Clay Liners (GCLs) •
Page 40 and 41: Compacted Clay Liners (CCLs) 75 Fee
Page 42 and 43: Compacted Clay Liners - Objectives
Page 44 and 45: Geosynthetic Clay Liners (GCLs) GM
Page 46 and 47: Geosynthetic Clay Liners - Disadvan
Page 48 and 49: Geomembrane Supported GCL • Provi
Page 50 and 51: Encapsulated Mode • Two product i
Page 52 and 53: Geosynthetic Clay Liners (GCLs) GSE
Page 54 and 55: BentoLiner Fabric Encased GCL • H
Page 56 and 57: Leachate Analysis with High Ionic S
Page 58 and 59: Solution 2 - Coal Ash Landfill Hydr
Page 60 and 61: Solution 4 - Fly Ash/FGD Leachate H
Page 62 and 63: Resources Depending on soil size an
Page 64: Resources Product selection for GSE

Boyd Ramsey, GSE Chief Engineer

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