Geotechnical Testing Journal

Papers
(The median citation count of Geotechnical Testing Journal is 1. 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 2020-11-01 to 2024-11-01.)
ArticleCitations
Tensile Strength of Compacted Clays during Desiccation under Elevated Temperatures21
Laboratory Tests on Mitigation of Soil Liquefaction Using Microbial Induced Desaturation and Precipitation20
Salinity Assessment for Salted Soil Considering Both Dissolved and Precipitated Salts17
Quantifying Polymer Loading in Bentonite-Polymer Composites Using Loss on Ignition and Total Carbon Analyses16
Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations15
The Hydraulic Properties of Aquabeads Considering Forchheimer Flow and Local Heterogeneity15
Developing a Sample Preparation Approach to Study the Mechanical Behavior of Unsaturated Fine/Coarse Soil Mixture13
Fiber Bragg Grating–Based Flume Test to Study the Initiation of Landslide-Debris Flows Induced by Concentrated Runoff12
Vertical Load Transfer Behavior of Composite Foundation and Its Responses to Adjacent Excavation: Centrifuge Model Test11
Experimental Techniques for the Study of the Cracking Mechanisms in Drying Clays11
Development and Application of a New Triaxial Testing System for Subzero Rocks11
A Unified Approach for Establishing Soil Water Retention and Volume Change Behavior of Soft Soils10
A New Method to Simultaneously Measure the Soil–Water Characteristic Curve and Hydraulic Conductivity Function Using Filter Paper10
Tensile Strength of Cemented Paste Backfill10
Impacts of Fixed-End and Flexible Boundary Conditions on Seismic Response of Shallow Foundations on Saturated Sand in 1-g Shaking Table Tests10
Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand9
New Osmotic Tensiometer Development9
Drained Residual Shear Strength Power Function Coefficients a and b9
Measurement of Suction Stress and Soil Deformation at High Suction Range8
Deep, In Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit8
Determining Soil Plasticity Utilizing Manafi Method and Apparatus8
Physical Modeling of Coupled Thermohydraulic Behavior of Compacted MX80 Bentonite during Heating8
Specific Surface Area by Colorimetry and Image Analysis7
Selecting an Appropriate Shear Plate Configuration to Measure Elastic Wave Velocities7
Performance of the Tensiometer Method for the Determination of Soil-Water Retention Curves in Various Soils7
Roller-Integrated Compaction Assessment of Earth-Rock Dam Materials Considering Operation Modes7
Piezoelectric Ring-Actuator Technique: In-Depth Scrutiny of Interpretation Method7
A Large-Scale High-Pressure Erosion Apparatus for Studying Internal Erosion in Gravelly Soils under Horizontal Seepage Flow7
New Approach to Concurrent VS and VP Measurements Using Bender Elements7
Shake Table Testing: A High-Resolution Vertical Accelerometer Array for Tracking Shear Wave Velocity7
Assessment of Several Interpreted Pile Capacity Criteria for Large-Diameter Open-Ended Piles7
Suction Bucket Foundations under Cyclic Tensile Loading—Physical and Numerical Modeling7
The Physical Reasons to Have Underdamped or Oscillating Variable-Head (Slug) Tests: A Review and a Clarification6
A Hollow Cylinder Torsional Shear Device to Explore Behavior of Soils Subjected to Complex Rotation of Principal Stresses6
A New Direct Tension Test Method for Soils and Soft Rocks6
Drained Shear Displacement Rates in Fully Softened Strength Torsional Ring Shear Testing6
A Column-Type Experimental Device for Investigating Coupled Thermo-Hydro-Mechanical Behavior of Expansive Soils6
Comparison of Hydrometer Analysis and Laser Diffraction Method for Measuring Particle and Floc Size Distribution Applied to Fine Coal Refuse6
Effect of Suction and Confining Pressure on Shear Strength and Dilatancy of Highly Compacted Silty Sand: Single-Stage versus Multistage Triaxial Testing6
Specific Surface Area of Plastic Clays from Equilibrium Sediment Volume under Salt Environment6
Performance Characterization of Unsaturated Granular Soils Using Static and Dynamic Plate Load Test5
A Rapid Method of Determination of Swell Potential and Swell Pressure of Expansive Soils Using Constant Rate of Strain Apparatus5
Coupled Effect of Soil’s Acidity and Saturation on Pitting Corrosion of Buried Cast Iron5
An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration5
Effects of Confining Pressure on Mechanical Properties and Damage Evolution of Granite under Cyclic Impact Loading5
An Apparatus to Measure Gas Diffusion and Gas Permeability of Unsaturated Cap Barriers Subjected to Distortion5
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils5
A Large-Scale True Triaxial Apparatus with Rigid-Flexible-Flexible Boundary for Granular Materials5
Mechanical Properties and Stabilization Mechanism of Steel Slag-Rice Husk Ash Solidified High Plasticity Clay5
Centrifuge Modeling Methodology for Energy Pile Pullout from Saturated Soft Clay5
Barometric Fluctuations and Duration of Variable-Head (Slug) Field Permeability Tests5
Field Rebound and Recompression Curve of Soft Clay5
Laboratory Small-Strain Stiffness Measurement Using Distributed Acoustic Sensing4
How to Correctly Interpret Strange Data for Field Permeability (Slug) Tests in Monitoring Wells or between Packers4
Internal Erosion of a 0–5 mm Crushed Sand in a Rigid Wall-Permeameter: Experimental Methods and Results4
Optimizing the Arrangement of Strain Gauges in Pile Load Testing4
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil4
Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests4
Design and Development of Tilt Table-Based In-Flight Simulator for Pseudostatic Loading in a Geotechnical Centrifuge4
Effects of Oven Temperature and Addition of Ethanol on Measurement of Water Content and Specific Gravity of Cement-Stabilized Soft Clay4
Triaxial Shear Test for Strength Behavior of Saturated Sand–Steel Interface Based on Preformed Failure Plane4
A Large-Scale True Triaxial Seepage Apparatus for Evaluating Impact under High Stress State and High Hydraulic Heads4
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation4
A Novel Apparatus for Dynamic-Static Coupling Tests on Gas-Adsorbed Coal4
On Cohesive Soil Damping Estimation by Free Vibration Method in Resonant Column Test4
Development of Cyclic Interface Shear Test Device and Testing Procedure to Measure the Response of Cohesive Soil-Structure Interface4
Evaluation of a Simple and Affordable Image-Based Procedure to Measure Particle Size Distribution4
Numerical Simulation Analysis of Real-Time High-Temperature Impact Test Technique of Rock Materials4
Monitoring Flexure Behavior of Compacted Clay Beam Using High-Resolution Distributed Fiber Optic Strain Sensors4
Test Apparatus for Rapid Determination of Soil-Water Retention Curve under Isotropic Loading Condition3
Mechanical Consequence Observation and Microscopic Visualization of Internal Erosion Using Developed Plane Strain Erosion Apparatus3
Predictive Model for Soil Shrinkage Characteristic Curve of High Plastic Soils3
A New Measurement Method of the Erodibility of Soil3
Effects of Camera Lens Distortion on Particle Size and Shape Characterizations3
A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Imaging3
Evaluation of Millability and Recyclability of Asphalt with Paving Interlayers3
Simple Testing Method for Measuring the Triaxial Stress-Strain Relations of Unsaturated Soils at High Suctions3
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer3
Thermal Triaxial Tests to Evaluate Improvement of Soft Marine Clay through Thermal Consolidation3
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
Acoustic Emission of Sand during Creep under Oedometric Compression3
The Sed360 Test for Rapid Sand Particle Size Distribution Determination3
Dynamic Mechanical Analysis Test for Evaluating Loose Sands on a Wide Strain Range—Application to the InSight Mission on Mars3
Visualization of Localized Deformations of Sand in Drained Triaxial Compression Using Digital Image Correlation3
Laboratory Model Test of Fully Buried Portal Frame-Shaped Slope-Stabilizing Piles3
Recent and New Information from the Slug Test Data of Ferris and Knowles (1954)3
Determination of Dispersive Erosion Resistance in Fine-Grained Soils with Newly Developed Test Equipment3
Staged Embankment Construction in Geotechnical Centrifuges3
A Multi-orientation System for Determining Angular Distributions of Shear Wave Velocity in Soil Specimens3
Stabilization of Soft Clay with Sustainable Binders for Dry Deep Mixing Design3
Experimental Investigation on Shear Behavior of Partially Saturated Silty Soil under Constant Water Content and Constant Void Ratio Conditions3
Triaxial Tensile Strength Measurement of Compacted Clayey Soils3
Long-Term Cyclic Loading Tests for Offshore Pile Foundations Based on Hydraulic Gradient Modeling3
Design and Development of an In-Flight Actuator for Modeling Dynamic Compaction in a Geotechnical Centrifuge3
Estimation of Damage Evolution within an In Situ Rock Mass Using the Acoustic Emissions Technique under Incremental Cyclic Loading3
A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations3
Novel Large-Scale Three-Dimensional Fracturing Experimental Apparatus and Application to Vertical-Well Hydraulic Fracturing of Hard Roof3
Experimental Study on the Influence of Fast Cooling on the Mechanical Properties of Heated Granite3
Variability in Particle Size Distribution Due to Sampling3
Estimation of Undrained Shear Strength of Overconsolidated Clay Using a Maximum Excess Pore Pressure Method Based on Piezocone Penetration Test (CPTU)3
Integrated Interpretation of Electrical Conductivity Changes, Heat Generation, and Strength Development in the First Week in Cemented Paste Backfill3
Investigation to Quantify Suction Characteristics of Marine Soil during Drying and Wetting Cycles3
A Shear Device with Controlled Boundary Conditions for Very Large Nonplanar Rock Discontinuities3
Cemented Paste Backfill Hydraulic Conductivity Evolution from 30 Minutes to 1 Week3
Modified Direct Shear Test for Determining Shear Strength of Rock and Concrete3
Redesigned Filter Paper Method: Protocol and Assessment Using Reconstituted Samples3
Compression and Shear Strength Characteristics of Unsaturated Intact Loess in True Triaxial Tests3
Seismic Centrifuge Modeling of a Gentle Slope of Layered Clay, Including a Weak Layer3
Experimental Study on Progressive Damage Evolution in Rocks Subjected to Post-peak Cyclic Loading History3
Improvements in Test Procedure and Data Reduction for the Borehole Erosion Test2
Optimization of Laboratory Molding Techniques for Nordic Dry Deep Mixing2
Full-Scale Experimental Study on the Single and Group of Soil-Cement Columns under Vertical Load Applying for Buildings2
Methodology to Characterize the Seismic Compression of Unsaturated Sands under Different Drainage Conditions2
Effect of Duxseal on Horizontal Stress and Soil Stiffness in Small-Amplitude Dynamic Centrifuge Models2
Characterization of the Rate-Dependent Behavior of a High-Plasticity Stiff Sedimentary Clay2
Development of a Real-Time Monitoring and Calculation Method for TBM Disc-Cutter’s Cutting Force in Complex Ground2
Optimal Time Domain Reflectometry Penetrometer Design for Soil Water Content and Electrical Conductivity Profiling2
Flow Cell with High-Resolution Spatial and Temporal Degree of Saturation Measurements for Two-Dimensional Near-Surface Phenomena Using Unsaturated Transparent Soil2
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions2
New Physical Model to Study Tunnels in Squeezing Clay-Rich Rocks2
Development of a Novel Laboratory Rotating Surface Erosion Apparatus for Cohesive or Stabilized Soils2
Assessment of Sulfate-Induced Heave in Chemically Treated Soils Using a Novel Hybrid Sensor2
Polymer Quantification Methods for Geosynthetic Clay Liners Enhanced with Anionic Polymers2
Proctor and Harvard Miniature Compaction Energy Comparison2
A High-Pressure High-Temperature Column for the Simulation of Hydrothermal Water Circulation at Laboratory Scale2
Assessment of Water Retention Test by Continuous Pressurization Method2
Closure to “Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and N. HB”2
Soil Structure in Volcanic Pumice Soil of Dozou-sawa River Evaluated from In Situ and Laboratory Tests2
The Investigation of the Mechanical Properties of EICP-Treated Sand Specimens Prepared by a Double-Reservoir Injection System for Uniform Precipitation of Carbonate via Triaxial Tests2
Optimization of Advanced Laboratory Monotonic and Cyclic Triaxial Testing on Fine Sands2
Optical and Physical Properties of Laponite for Use as Clay Surrogate in Geotechnical Models2
A Digital Image Analysis Technique for Improved Strain Measurement in Geosynthetic Tensile Testing2
Triaxial Testing Methodology for Gassy Soils2
Correlations between Laboratory Dynamic CBR and Compaction Parameters of Unbound Coarse Aggregate for Base Courses2
New X-Ray Microtomography Setups and Optimal Scan Conditions to Investigate Methane Hydrate-Bearing Sand Microstructure2
Laboratory Evaluation of the Measuring Capabilities of an Innovative Pressuremeter Probe in Dry Sand2
Using Public Well Data Banks to Improve Field Investigations for Excavations2
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 Jou2
Utilization of Granular Wastes in Transportation Infrastructure2
A Review of the Plastic Limit Test by Means of Rolling Paths2
Compression Behavior of Municipal Solid Waste in Temperature-Controlled Isotropic Condition2
Uniqueness of the Normal Consolidation Line for Gold Tailings2
Development of a Near-Surface SWRC Device (NSD) for Measuring Suction under Low Stress Environments2
An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils2
Brazilian Tensile Strength Test Conducted on Ductile Unsaturated Soil Samples2
Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements2
Experimental Study of the Crack Propagation and Acoustic Emission Characteristics of Red Sandstone under Cyclic Loading2
Cyclic Behaviors of Anisotropically Consolidated Gravelly Soils under Triaxial Condition: Effects of Sand Gradation Part of the Soil1
A Method of Evaluating Geomembrane Strain Caused by Point Loading from Aggregates1
Experimental Investigation and Energy Evolution of Brittle Limestone Subjected to Multistage Cyclic Loading1
On Preferred Saturation Methods for Geotechnical Flow Tests1
Closure to “Discussion of ‘Fully Softened Shear Strength Measurement and Correlations,’ by T. D. Stark and R. Fernandez”1
Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading1
Comparison between Soil Abrasion Test (SAT) and Soil Abrasion Index (SAI)1
Erosion in Low to High Plasticity Silts and Clays due to Floodwall Overtopping1
A Novel Local Temperature-Controlled Apparatus for Thermal Effect on Dynamic Properties of Soft Clay1
A New Apparatus for Installing Distributed Optical Sensors onto Uniaxial Compression Test Specimens to Measure Full-Field Strain Responses1
Comparing Engineering Properties of Small Diameter Pressuremeter Tests to Clegg Impact Hammer Tests in Cemented Coquina Base and Sandy Subgrades1
Recommendations on Use of DIC in Experimental Geotechnics1
Selection of Thermal Integrity Data Regression Parameters1
Compressibility-Based Interpretation of Cone Penetrometer Calibration Chamber Tests and Corresponding Boundary Effects1
Experimental Study on Uplift Behavior of Two-Plate Horizontal Anchors in Sand1
A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device1
pH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual1
Classification and Recognition Model of Water Saturation Level of Rock Based on Near-Infrared Spectroscopy1
The Influence of Apparatus Stiffness on the Results of Cyclic Direct Simple Shear Tests on Dense Sand1
Evaluation of Site Variability Effect on the Geotechnical Data and Its Application1
Prediction of Unloading Failure Strain and Undrained Shear Strength of Saturated Clays by Limit Pressure from Prebored Pressuremeter1
Constant Volume Ring Shear Specimen Trimming and Testing1
Osmotic Oedometer Using Sodium Chloride Solution and Reverse Osmosis Membrane1
An Erosion Test to Evaluate Moisture Damage of Cement-Treated Base under Dynamic Water Pressure1
The Use of Steel Slags in Transport Infrastructures: A Critical Review1
Isotropic Pressure Membrane Sensor to Establish Shrinkage Stress Evolution in Clayey Soil1
Evaluation of Soil Strength from Variable Rate CPTU Tests in Silt1
A New Hydraulic Fracturing Instrument to Measure In Situ Stress and Its Application in Chahasu Coal Mine1
Apparatus for Coupled Effects of Suction, Temperature, and Stress on Thermal Conductivity of Unsaturated Sand1
A New Inclined Pullout Device for Laboratory Tests on Geosynthetics1
Third 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 Testi1
Evaluation of Rock Abrasiveness Based on a Digital Drilling Test1
Performance Evaluation for Cohesionless Soil Stabilized with Lignin and Polymerized Lignin1
The Development and Application of a Novel Apparatus for the Freezing Point Test of Soil1
Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems1
A Cyclic True Triaxial with Rigid-Rigid-Flexible Boundary for Determination of Cross-Anisotropic Nature of Geomaterials1
Resonant Column Calibration and Dynamic Torsional Shear Testing Using Stepped Frequency Sweeps1
Measurement of Dynamic and Static Properties of Residual Soil Using a Modified Cyclic Triaxial Apparatus1
Prediction of Soil Moisture Content through Photographs of Cobalt Chloride Filter Paper in Contact with Soil Specimens1
Challenges of the Filter Paper Suction Measurements in Geosynthetic Clay Liners: Effects of Method, Time, Capillarity, and Hysteresis1
Evaluation of the Penetration Behavior of Viscous Fluids into Porous Media in the Context of Volume Determination1
Impact of Single and Multiple Specimen Suction Control Oedometer Testing on the Measurement of the Soil–Water Characteristic Curve1
Horizontal Dynamic Cone Penetrometer: A New Device for Estimating Engineering Properties of Vertical Soil Wall in SP Soils1
Assessment of the Applicability of a Constant-Head Borehole Permeameter Test to River Levees1
Comparison of Two Laboratory Methods for Measuring Soil Critical Temperature1
Application of Fiber Bragg Grating Sensing in Bidirectional Tests of Pile Foundations1
Borehole Magnetometry Test for Evaluating a Caisson’s Reinforced Depth: Experimental Results and Theoretical Modeling1
Total Volume Change Measurement of Unsaturated Soil in Triaxial Tests: A New Approach1
A New Apparatus for Studying Laterally Restrained Swell of Compacted Clay with Lateral Pressure Measurement1
A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior1
Closure to “Second Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj”1
Resonant Column Testing Procedure for Microbial-Induced Carbonate-Precipitated Sands1
Calibrating Thermomechanical Triaxial Cells for Transient Thermal Loads1
Field Collection of Geotechnical Measurements for Remote or Low-Cost Datalogging Requirements1
Interpretation of In Situ State Parameters of Piezocone Penetration Tests in High Pile Rebound Soils1
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders1
Fine-Grained Sediment Characterization and Process Monitoring Using Nuclear Magnetic Resonance (NMR)1
An Examination of the Effect of Chemically Induced Damage on the Monotonic and Cyclic Shearing Behavior of Biocemented Sands1
Closure to “Third Discussion of ‘Determining Soil Plasticity Utilizing Manafi Method and Apparatus,’ by M. S. G. Manafi, A. Deng, A. Taheri, M. B. Jaksa, and H. B. Nagaraj”1
Model Test on the Soil Arching Effect of Pile-Supported Embankments Using Transparent Soil1
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