Technical Committees / Committee D35 / Committee Publications

Geotechnical Testing Journal

• Effect of Geosynthetic Reinforcement in Active Zone on the Behavior of Sheet Pile Walls
• Use of Perforated Base Pedestal to Simulate the Gravel Subbase in Evaluating the Internal Erosion of Geosynthetic Clay Liners
• Laboratory Performance of Geogrid-reinforced Soils Subjected to Freezing and Thawing
• Index Puncture Resistance of Geomembranes Using Various Protection Geosynthetics
• On The Shear Behavior of Ballast-Geosynthetic Interfaces
• Enhanced Measurement of Geosynthetic Interface Shear Strength Using a Modified Inclined Plane Device
• Measurement of Gas Permeability in Geosynthetic Clay Liners in Transient Flow Mode
• Reduction of Earth Pressure on Buried Pipes by EPS Geofoam Inclusions
• Effect of Permeant Water on the Hydraulic Conductivity of Exhumed GCLs
• Performance Tests for the Selection of Fabrics and Additives When Used as Geotextile Bags, Containers, and Tubes
• A Geosynthetic Modular Block Connection Creep Test Apparatus, Methodology, and Interpretation
• Evaluation of Soil-Geogrid Pullout Models Using a Statistical Approach
• Vertical Pullout Test for Measurement of Soil-Geomembrane Interface Friction Parameters
• Standardization of Test Procedure for Tension Test on Coir Yarns and Woven Coir Geotextiles
• Residual Fluid as a Source of Error in Bubble Point Testing
• A Simple Method for Estimating Poisson’s Ratio of Geosynthetics at Zero Strain
• Discussion “Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis” by Aydilek, A. H., D’Hondt, D., and Holtz, R.D.
• Response to Discussion of “Comparative Evaluation of Geotextile Pore Sizes Using Bubble Point Test and Image Analysis” by Aydilek, A. H., D'Hondt, D., and Holtz, R. D.REFERENCE: Geotechnical Testing Journal, Vol. 30, No. 3, May 2007, pp. 173–181
• Modified Fluid Loss Test as an Improved Measure of Hydraulic Conductivity for Bentonite
• Influence of Test Method on Direct Shear Behavior of Segmental Retaining Wall Units
• A Column Apparatus for Investigation of 1-D Unsaturated-Saturated Response of Sand-Geotextile Systems
• Triaxial Compression of Clay Reinforced with Sand-Coir Fiber Core