Geotechnical Testing Journal

Papers
(The TQCC of Geotechnical Testing Journal is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2020-04-01 to 2024-04-01.)
ArticleCitations
Centrifuge Modeling of the Impact of Local and Global Scour Erosion on the Monotonic Lateral Response of a Monopile in Sand27
Tensile Strength of Compacted Clays during Desiccation under Elevated Temperatures20
Evaluation of Dynamic Image Analysis for Characterizing Granular Soils18
Salinity Assessment for Salted Soil Considering Both Dissolved and Precipitated Salts18
Laboratory Tests on Mitigation of Soil Liquefaction Using Microbial Induced Desaturation and Precipitation14
The Hydraulic Properties of Aquabeads Considering Forchheimer Flow and Local Heterogeneity11
Scour Mitigation and Erodibility Improvement Using Microbially Induced Carbonate Precipitation11
Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations11
Fiber Bragg Grating–Based Flume Test to Study the Initiation of Landslide-Debris Flows Induced by Concentrated Runoff11
Evaluating at Three Scales the Hydraulic Conductivity in an Unconfined and Stratified Alluvial Aquifer11
Developing a Sample Preparation Approach to Study the Mechanical Behavior of Unsaturated Fine/Coarse Soil Mixture10
Quantifying Polymer Loading in Bentonite-Polymer Composites Using Loss on Ignition and Total Carbon Analyses10
Vacuum Preloading Combined with Intermittent Electro-Osmosis for Dredged Slurry Strengthening9
A Unified Approach for Establishing Soil Water Retention and Volume Change Behavior of Soft Soils9
Impacts of Fixed-End and Flexible Boundary Conditions on Seismic Response of Shallow Foundations on Saturated Sand in 1-g Shaking Table Tests9
Experimental Techniques for the Study of the Cracking Mechanisms in Drying Clays9
An Experimental Study on the Rheological Properties of Laponite RD as a Transparent Soil9
Tensile Strength of Cemented Paste Backfill9
A New Method to Simultaneously Measure the Soil–Water Characteristic Curve and Hydraulic Conductivity Function Using Filter Paper8
Influence of Shear Rate on the Shear Strength of Discontinuities with Different Joint Roughness Coefficients8
Resilient Modulus of Expansive Soils at High Suction Using Vapor Pressure Control8
Twenty-Year Creep Test with Tuff under Uniaxial Compression8
Determining Soil Plasticity Utilizing Manafi Method and Apparatus7
Vertical Load Transfer Behavior of Composite Foundation and Its Responses to Adjacent Excavation: Centrifuge Model Test7
Performance of the Tensiometer Method for the Determination of Soil-Water Retention Curves in Various Soils7
A Device for the Simultaneous Determination of the Water Retention Properties and the Hydraulic Conductivity Function of an Unsaturated Coarse Material; Application to a Green-Roof Volcanic Substrate7
Modified Thermomechanical Triaxial Cell for Microscopic Assessment of Clay Fabric Using Synchrotron X-Ray Diffraction7
Assessment of Several Interpreted Pile Capacity Criteria for Large-Diameter Open-Ended Piles7
Suction Bucket Foundations under Cyclic Tensile Loading—Physical and Numerical Modeling7
Development and Application of a New Triaxial Testing System for Subzero Rocks7
New Osmotic Tensiometer Development7
Four-Dimensional Dynamic Synchrotron Microcomputed Tomography Imaging of Gas-Water Interface at High Pressure and Low Temperature7
Quantification of Surface Roughness Using Laser Scanning with Application to the Frictional Resistance of Sand-Timber Pile Interfaces7
Deep, In Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit6
A Comparison of Half and Quarter Space Penetration into Granular Media6
Roller-Integrated Compaction Assessment of Earth-Rock Dam Materials Considering Operation Modes6
Selecting an Appropriate Shear Plate Configuration to Measure Elastic Wave Velocities6
Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand6
Shake Table Testing: A High-Resolution Vertical Accelerometer Array for Tracking Shear Wave Velocity6
Physical Modeling of Coupled Thermohydraulic Behavior of Compacted MX80 Bentonite during Heating6
A Large-Scale High-Pressure Erosion Apparatus for Studying Internal Erosion in Gravelly Soils under Horizontal Seepage Flow6
A New Direct Tension Test Method for Soils and Soft Rocks6
Piezoelectric Ring-Actuator Technique: In-Depth Scrutiny of Interpretation Method6
Measurement of Suction Stress and Soil Deformation at High Suction Range5
Drained Residual Shear Strength Power Function Coefficients a and b5
Rheological Deformation Behavior of Soft Rocks under Combination of Compressive Pressure and Water-Softening Effects5
New Approach to Concurrent VS and VP Measurements Using Bender Elements5
Comparison of Hydrometer Analysis and Laser Diffraction Method for Measuring Particle and Floc Size Distribution Applied to Fine Coal Refuse5
A New Suction-Controlled True Triaxial Apparatus for Unsaturated Soil Testing5
Examples of Variable-Head Field Permeability Tests Used in Books: Given Interpretations and Correct Interpretations5
Specific Surface Area of Plastic Clays from Equilibrium Sediment Volume under Salt Environment5
The Physical Reasons to Have Underdamped or Oscillating Variable-Head (Slug) Tests: A Review and a Clarification5
Multidirectional Flow Apparatus for Assessing Soil Internal Erosion Susceptibility5
An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration5
Drained Shear Displacement Rates in Fully Softened Strength Torsional Ring Shear Testing4
Internal Erosion of a 0–5 mm Crushed Sand in a Rigid Wall-Permeameter: Experimental Methods and Results4
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil4
On the Failure Mechanism of Brittle Granite in 2-D Rock Indentation4
A Novel Apparatus for Dynamic-Static Coupling Tests on Gas-Adsorbed Coal4
Performance Characterization of Unsaturated Granular Soils Using Static and Dynamic Plate Load Test4
A Rapid Method of Determination of Swell Potential and Swell Pressure of Expansive Soils Using Constant Rate of Strain Apparatus4
A Large-Scale True Triaxial Seepage Apparatus for Evaluating Impact under High Stress State and High Hydraulic Heads4
Optimizing the Arrangement of Strain Gauges in Pile Load Testing4
A Fourier Spectral Method to Measure the Thermal Diffusivity of Soil4
Experimental Study of Modeling Partially Drained Dense Sand Behavior in Monotonic Triaxial Compression Loading Tests4
On Cohesive Soil Damping Estimation by Free Vibration Method in Resonant Column Test4
Centrifuge Modeling Methodology for Energy Pile Pullout from Saturated Soft Clay4
Barometric Fluctuations and Duration of Variable-Head (Slug) Field Permeability Tests4
Numerical Simulation Analysis of Real-Time High-Temperature Impact Test Technique of Rock Materials4
A Hollow Cylinder Torsional Shear Device to Explore Behavior of Soils Subjected to Complex Rotation of Principal Stresses4
A Large-Scale True Triaxial Apparatus with Rigid-Flexible-Flexible Boundary for Granular Materials4
Effects of Confining Pressure on Mechanical Properties and Damage Evolution of Granite under Cyclic Impact Loading4
Effects of Oven Temperature and Addition of Ethanol on Measurement of Water Content and Specific Gravity of Cement-Stabilized Soft Clay4
Design and Development of Tilt Table-Based In-Flight Simulator for Pseudostatic Loading in a Geotechnical Centrifuge3
How to Correctly Interpret Strange Data for Field Permeability (Slug) Tests in Monitoring Wells or between Packers3
A Ring-Shear Radial-Seepage Apparatus for Evaluating the Permeability of Shear Bands in Compacted Clay3
Measurement Performance Evaluation of Tactile Pressure Sensor with Different Particle Sizes and Sensor Curvatures3
Laboratory Investigation into the Effect of Particle Sizes on Shear Wave Parameters Using Bender Elements Test Results3
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils3
Specific Surface Area by Colorimetry and Image Analysis3
The Sed360 Test for Rapid Sand Particle Size Distribution Determination3
An Apparatus to Measure Gas Diffusion and Gas Permeability of Unsaturated Cap Barriers Subjected to Distortion3
A Vapor Testing Device for Evaluating the Effect of Steam on Compacted Bentonite3
Experimental Study on Progressive Damage Evolution in Rocks Subjected to Post-peak Cyclic Loading History3
Predictive Model for Soil Shrinkage Characteristic Curve of High Plastic Soils3
Laboratory Model Test of Fully Buried Portal Frame-Shaped Slope-Stabilizing Piles3
Variability in Particle Size Distribution Due to Sampling3
Cemented Paste Backfill Hydraulic Conductivity Evolution from 30 Minutes to 1 Week3
A New Testing Method for the Characterization of the Tension-Compression Cyclic Behavior of Rock Salt3
Design and Development of an In-Flight Actuator for Modeling Dynamic Compaction in a Geotechnical Centrifuge3
Compression and Shear Strength Characteristics of Unsaturated Intact Loess in True Triaxial Tests3
Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests3
Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by Masoud S. G. Manafi, An Deng, Abbas Taheri, Mark B. Jaksa, and Nagaraj HB, published in Geotechnical Testing Journa3
Field Rebound and Recompression Curve of Soft Clay3
Monitoring Flexure Behavior of Compacted Clay Beam Using High-Resolution Distributed Fiber Optic Strain Sensors3
Mechanical Consequence Observation and Microscopic Visualization of Internal Erosion Using Developed Plane Strain Erosion Apparatus3
Test Apparatus for Rapid Determination of Soil-Water Retention Curve under Isotropic Loading Condition3
Simple Testing Method for Measuring the Triaxial Stress-Strain Relations of Unsaturated Soils at High Suctions3
Visualization of Localized Deformations of Sand in Drained Triaxial Compression Using Digital Image Correlation3
Examining the Contact Filter Paper Method in the Low Suction Range3
Investigation to Quantify Suction Characteristics of Marine Soil during Drying and Wetting Cycles3
Comparisons between Geotextile Pore Sizes Obtained from Capillary Flow And Dry Sieving Tests3
Evaluation of a Simple and Affordable Image-Based Procedure to Measure Particle Size Distribution3
Estimation of Damage Evolution within an In Situ Rock Mass Using the Acoustic Emissions Technique under Incremental Cyclic Loading3
Integrated Interpretation of Electrical Conductivity Changes, Heat Generation, and Strength Development in the First Week in Cemented Paste Backfill3
A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations3
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