| General Technical Documents |
| Determination of the Long Term Properties for TenCate Mirafi® PET-Series Reinforcement Geotextiles by GRI-GT7 and NCMA Guidelines |
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| Durability of High Strength Geotextiles |
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| Effects of Slack Correction on Tensile Stiffness of Geotextiles |
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| Filtration and Drainage |
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| Geotextile Opening Size |
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| Retention Ability of Geotextiles |
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| Seaming of Geotextiles |
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| TenCate Mirafi® BXG11 Meets FHWA Requirements for Geogrids |
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| Understanding Geotextiles - Minimum Roll Value |
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| Understanding Porometer versus AOS Testing of a Geotextile |
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| UV Durability of TenCate Geosynthetics |
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| Roadway / Railway Construction Documents |
| Assessment of Surface Treatment with Textiles for Pavement Rehabilitation & Maintenance |
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| Benefits of Subgrade Stabilization using Geosynthetics vs Lime Treated Soil |
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| Defining, Understanding, and Quantifying Separation & Reinforcement |
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| Discussion of: "Design Method for Geogrid-Reinforced Unpaved Roads: I Development of Design Method" by JP Giroud and Jie Han |
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| Geosynthetic Reinforcement of the Aggregate Base/Sub-base of Pavement Structures |
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| Greenville County 10 Year Study |
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| HP-Series Multiaxial Performance |
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| Important Physical Properties for Paving Fabrics |
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| Long Term Performance using Separation Geotextiles |
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| MPV Applications Over Milled Surfaces |
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Modulus Characteristics of Geosynthetics used in Roadway Construction |
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| Proper Installation of Paving Fabric Interlayers when placed prior to Chip Seal |
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| TenCate Mirafi® and AASHTO M288 |
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| Mechanically Stabilized Earth Documents |
| Determination of the Long Term Properties for TenCate Miragrid® Reinforcement Geogrids by NCMA Guidelines |
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| Facing Options for Reinforced Steepened Slopes |
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| Junction Strength in MSE Structures |
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| Miragrid Overlap |
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| Segmental Block Retaining Walls with Combination Geogrid & Anchor Reinforcements |
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