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Issues
December 2000
ISSN 0149-6115
EISSN 1945-7545
In this Issue
Research Papers
Effects of Calcium Sulfate on Swelling Potential of an Expansive Clay
Geotech. Test. J.. December 2000, 23(4): 389–403.
doi: https://doi.org/10.1520/GTJ11060J
A New Device for Measuring Permeability Under High Gradients and Sinusoidal Gradients
Geotech. Test. J.. December 2000, 23(4): 404–412.
doi: https://doi.org/10.1520/GTJ11061J
Tomographic Evaluation of Air and Water Flow Patterns in Soil Column
Geotech. Test. J.. December 2000, 23(4): 413–422.
doi: https://doi.org/10.1520/GTJ11062J
Measurement of Uniformity and Anisotropy in Granular Materials
Geotech. Test. J.. December 2000, 23(4): 423–431.
doi: https://doi.org/10.1520/GTJ11063J
Miniature Cone Penetration Tests in Soft and Stiff Clays
Geotech. Test. J.. December 2000, 23(4): 432–443.
doi: https://doi.org/10.1520/GTJ11064J
New Tool for Shear Wave Velocity Measurements in Model Tests
Geotech. Test. J.. December 2000, 23(4): 444–453.
doi: https://doi.org/10.1520/GTJ11065J
Calibration of Testing Equipment for Reliable Small-Strain Deformation Measurements Using Synthetic Specimens
Geotech. Test. J.. December 2000, 23(4): 454–463.
doi: https://doi.org/10.1520/GTJ11066J
Interfacial Parameters and Work of Adhesion in Soil-Liquid Systems
Geotech. Test. J.. December 2000, 23(4): 464–471.
doi: https://doi.org/10.1520/GTJ11067J
Tomographic Detection of Low-Velocity Anomalies with Limited Data Sets (Velocity and Attenuation)
Geotech. Test. J.. December 2000, 23(4): 472–486.
doi: https://doi.org/10.1520/GTJ11068J
The Accuracy of Hydrometer Analysis for Fine-Grained Clay Particles
Geotech. Test. J.. December 2000, 23(4): 487–495.
doi: https://doi.org/10.1520/GTJ11069J
Laboratory Evaluation of Cemented Backfill Materials for Mines
Geotech. Test. J.. December 2000, 23(4): 496–505.
doi: https://doi.org/10.1520/GTJ11070J
Evaluation of Gravel Stiffness by Pulse Wave Transmission Tests
Geotech. Test. J.. December 2000, 23(4): 506–521.
doi: https://doi.org/10.1520/GTJ11071J
Variations in Membrane Contact Patterns of Reconstituted Sand Specimens
Geotech. Test. J.. December 2000, 23(4): 522–531.
doi: https://doi.org/10.1520/GTJ11072J
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Micrometer-Scale Profile Test of Rock Fracture Surface Based on Spectral Confocal Displacement Sensor
Geotech. Test. J. (September 2025)
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)
Studying Bearing Characteristics and Calculation Models of Karst Cave Roof Utilizing Digital Modeling
Geotech. Test. J. (May 2025)
