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Issues
January 2013
ISSN 0149-6115
EISSN 1945-7545
In this Issue
Technical Notes
Application of Laser Microscopy for Studying Crack Characteristics of Fine-Grained Soils
Geotech. Test. J.. January 2013, 36(1): 1–9.
doi: https://doi.org/10.1520/GTJ20120004
Shear Strength Behavior of Cement/Lime-Solidified Dunkirk Sediments by Fall Cone Tests and Vane Shear Tests
Geotech. Test. J.. January 2013, 36(1): 1–8.
doi: https://doi.org/10.1520/GTJ20120030
A Note on the Validity of Hvorslev’s Shape Factors for Well Points and Piezometers
Geotech. Test. J.. January 2013, 36(1): 1–8.
doi: https://doi.org/10.1520/GTJ20120072
Underwater Monitoring of the Cracks Found in Santos Morcillo Lake, Central Spain
Geotech. Test. J.. January 2013, 36(1): 1–6.
doi: https://doi.org/10.1520/GTJ20120119
Research Papers
Using a Complex-Impedance Measuring Instrument to Determine In Situ Soil Unit Weight and Moisture Content
Geotech. Test. J.. January 2013, 36(1): 1–19.
doi: https://doi.org/10.1520/GTJ20120005
Laboratory Evaluation of Coefficient of Radial Consolidation Based on Pore-Water-Pressure Dissipation and Settlement
Geotech. Test. J.. January 2013, 36(1): 1–12.
doi: https://doi.org/10.1520/GTJ20120032
An In-Depth Comparison of cv Values Determined Using Common Curve-Fitting Techniques
Geotech. Test. J.. January 2013, 36(1): 1–10.
doi: https://doi.org/10.1520/GTJ20120038
An Integrated Seismic Monitoring System for a Full-Scale Embedded Retaining Wall
Geotech. Test. J.. January 2013, 36(1): 1–14.
doi: https://doi.org/10.1520/GTJ20120067
Disturbance Effect on Time-Dependent Yield Stress Measurement of Bentonite Suspensions
Geotech. Test. J.. January 2013, 36(1): 1–10.
doi: https://doi.org/10.1520/GTJ20120082
A Modified Osmotic Direct Shear Apparatus for Testing Unsaturated Soils
Geotech. Test. J.. January 2013, 36(1): 1–10.
doi: https://doi.org/10.1520/GTJ20120092
Digital Image Analysis of Distribution of Immiscible Fluids in Natural Porous Media
Geotech. Test. J.. January 2013, 36(1): 1–14.
doi: https://doi.org/10.1520/GTJ20120093
A Drying Cake Method for Measuring Suction-Stress Characteristic Curve, Soil–Water-Retention Curve, and Hydraulic Conductivity Function
Geotech. Test. J.. January 2013, 36(1): 1–19.
doi: https://doi.org/10.1520/GTJ20120097
Development of a Large-Scale Infiltration Column for Studying the Hydraulic Conductivity of Unsaturated Fouled Ballast
Geotech. Test. J.. January 2013, 36(1): 1–10.
doi: https://doi.org/10.1520/GTJ20120099
Electromagnetic Stimulation of Two-Phase Transport in Water for Geoenvironmental Applications
Geotech. Test. J.. January 2013, 36(1): 1–10.
doi: https://doi.org/10.1520/GTJ20120117
Efficient Laboratory Measurements of the Soil Water Retention Curve
Geotech. Test. J.. January 2013, 36(1): 1–9.
doi: https://doi.org/10.1520/GTJ20120134
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A Soil Erosion Testing Device for Measuring Critical Shear Stress and Erosion Rate
Geotech. Test. J. (March 2025)
Tensile Strength of Cement-Treated Sand at Different Loading Rates
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Influence of Stress State on the Expected Behavior of Filtered Iron Ore Tailings for Compacted Stacking Disposal
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