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Issues
May 2016
ISSN 0149-6115
EISSN 1945-7545
In this Issue
Research Papers
Investigation of Soil-Arching Development in Dense Sand by 2D Model Tests
Geotech. Test. J.. May 2016, 39(3)
doi: https://doi.org/10.1520/GTJ20150130
Gypsum-Induced Volume Change Behavior of Stabilized Expansive Soil With Fly Ash-Lime
Geotech. Test. J.. May 2016, 39(3)
doi: https://doi.org/10.1520/GTJ20150017
New Visualization Method to Evaluate Erosion Quantity and Pattern
Geotech. Test. J.. May 2016, 39(3): 431–446.
doi: https://doi.org/10.1520/GTJ20140226
Strength and Deformation Characteristics of Degradable Granular Soils
Geotech. Test. J.. May 2016, 39(3): 452–461.
doi: https://doi.org/10.1520/GTJ20150209
Infiltration Column for Studying the Lateral Swell Behavior of Expansive Clay
Geotech. Test. J.. May 2016, 39(3): 407–414.
doi: https://doi.org/10.1520/GTJ20150151
Earth Pressure Measurements Using Tactile Pressure Sensors in a Saturated Sand During Static and Dynamic Centrifuge Testing
Geotech. Test. J.. May 2016, 39(3): 371–390.
doi: https://doi.org/10.1520/GTJ20150049
Variability of Saturated Hydraulic Conductivity Measurements Made Using a Flexible-Wall Permeameter
Geotech. Test. J.. May 2016, 39(3): 476–491.
doi: https://doi.org/10.1520/GTJ20150138
On-Field Assessment of Sub-Grade Uniformity Using DCP
Geotech. Test. J.. May 2016, 39(3): 447–451.
doi: https://doi.org/10.1520/GTJ20150148
Application of Fiber Bragg Grating Strain Sensors to a Centrifuge Model of a Jacked Pile in Collapsible Loess
Geotech. Test. J.. May 2016, 39(3): 362–370.
doi: https://doi.org/10.1520/GTJ20150076
Applicability of Filter Design Criteria for Wet Core Embankment Dams in Wet Climates
Geotech. Test. J.. May 2016, 39(3): 343–361.
doi: https://doi.org/10.1520/GTJ20150109
Technical Notes
3D Printing of an Instrumented DMT: Design, Development, and Initial Testing
Geotech. Test. J.. May 2016, 39(3): 492–499.
doi: https://doi.org/10.1520/GTJ20150149
Experimental Investigation on Undrained Shear Behavior of Overconsolidated Sand-Silt Mixtures: Effect of Sample Reconstitution
Geotech. Test. J.. May 2016, 39(3): 515–523.
doi: https://doi.org/10.1520/GTJ20140183
Assessment of the WP4-T Device for Measuring Total Suction
Geotech. Test. J.. May 2016, 39(3): 500–506.
doi: https://doi.org/10.1520/GTJ20150118
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Effects of Specimen Size, Saturation, and Loading Caps in Monotonic Direct Simple Shear Testing of a Sand
Geotech. Test. J. (July 2025)
Effect of Swelling during Specimen Preparation on Shear Behavior of Overconsolidated Onsøy Clay
Geotech. Test. J. (July 2025)
Influence of Boundary Conditions on Undrained Simple Shear Tests
Geotech. Test. J. (July 2025)
Determination of the Coefficient of Consolidation Using the Inflection Point on the Pore Pressure Dissipation Curve
Geotech. Test. J. (May 2025)
Studying Bearing Characteristics and Calculation Models of Karst Cave Roof Utilizing Digital Modeling
Geotech. Test. J. (May 2025)
