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 2021-04-01 to 2025-04-01.)
ArticleCitations
Particle Size Characterization of Silty-to-Sandy Powders: Laser Transmission Technique25
Use of Time–Temperature Superposition and Stepped Isothermal Method for Estimating Long-Term Properties of Recycled Aggregate Roller-Compacted Concrete25
A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements19
Experimental Study on Sliding at the Soil-Structure Interface of a Shallow Foundation16
Compaction Characteristics of Organo-silane Treated Soils15
Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics15
Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests14
Investigation of Earth Dam Filter Performance under Static and Dynamic Loading Conditions13
Comparison between a New Rigid Dilatometer and the Ménard Pressuremeter in a Reconstituted Sand12
Laboratory Testing and Numerical Modeling of Creep Behavior of HDPE Geomembranes under Multistage Loading12
Monitoring Flexure Behavior of Compacted Clay Beam Using High-Resolution Distributed Fiber Optic Strain Sensors12
Analysis of Mechanical Properties and Failure Modes of Layered Shale in Split Hopkinson Pressure Bar Brazilian Splitting Tests11
Physical and Numerical Modeling of Micropile Group Slope Protection Bearing Test11
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An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration10
A Large-Scale True Triaxial Apparatus with Rigid-Flexible-Flexible Boundary for Granular Materials9
Tensile Strength of Cemented Paste Backfill9
The Influence of Apparatus Stiffness on the Results of Cyclic Direct Simple Shear Tests on Dense Sand9
Laboratory Evaluation of the Measuring Capabilities of an Innovative Pressuremeter Probe in Dry Sand9
Acoustic Emission of Sand during Creep under Oedometric Compression9
Polymer Quantification Methods for Geosynthetic Clay Liners Enhanced with Anionic Polymers8
Challenges of the Filter Paper Suction Measurements in Geosynthetic Clay Liners: Effects of Method, Time, Capillarity, and Hysteresis8
Suction Bucket Foundations under Cyclic Tensile Loading—Physical and Numerical Modeling8
Scalp-and-Replacement of Oversize Particles: Laboratory Permeameter Testing8
Experimental Study on Measurement of Interfacial Pressure in Granular Materials8
Performance of the Tensiometer Method for the Determination of Soil-Water Retention Curves in Various Soils8
Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand8
A Unified Approach for Establishing Soil Water Retention and Volume Change Behavior of Soft Soils8
A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations7
Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests7
Experimental Study on Progressive Damage Evolution in Rocks Subjected to Post-peak Cyclic Loading History7
A Column-Type Experimental Device for Investigating Coupled Thermo-Hydro-Mechanical Behavior of Expansive Soils7
Seismic Centrifuge Modeling of a Gentle Slope of Layered Clay, Including a Weak Layer7
Estimation of Damage Evolution within an In Situ Rock Mass Using the Acoustic Emissions Technique under Incremental Cyclic Loading7
Optimization of Laboratory Molding Techniques for Nordic Dry Deep Mixing6
Editorial: 2023 Reviewer Thank Yous6
Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil6
Rock Drilling Test with a Rotary Hammer6
An Examination of the Effect of Chemically Induced Damage on the Monotonic and Cyclic Shearing Behavior of Biocemented Sands6
A High-Pressure High-Temperature Column for the Simulation of Hydrothermal Water Circulation at Laboratory Scale6
Deep, In Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit6
pH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual6
Small-Strain Stiffness of Cohesive-Frictional Soils from Thermo-controlled Constant Water Content Resonant Column Testing5
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Identification of Soil Layers and Properties by Vibration Measurements during Dynamic Penetration Testing5
A Large-Scale High-Pressure Erosion Apparatus for Studying Internal Erosion in Gravelly Soils under Horizontal Seepage Flow5
Shaking-Induced Sublayer Vertical Strains of Saturated Sands Estimated from Partially Drained Dynamic Centrifuge Tests5
A Soil Erosion Testing Device for Measuring Critical Shear Stress and Erosion Rate5
Model Test on the Soil Arching Effect of Pile-Supported Embankments Using Transparent Soil5
Second 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 Test5
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils5
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Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements5
The Sed360 Test for Rapid Sand Particle Size Distribution Determination5
Measurement of Dynamic and Static Properties of Residual Soil Using a Modified Cyclic Triaxial Apparatus5
Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements4
Experimental Investigation to Analyze the Effect of Cementation on the Geomechanical Behavior of Steel Slag Mixtures4
Impacts of Fixed-End and Flexible Boundary Conditions on Seismic Response of Shallow Foundations on Saturated Sand in 1-g Shaking Table Tests4
Automated High-Speed S-Wave Velocity Tomographic System for Laboratory Geotechnical Engineering Process Monitoring – A Study on Pile Installation4
Field Collection of Geotechnical Measurements for Remote or Low-Cost Datalogging Requirements4
The Development and Application of a Novel Apparatus for the Freezing Point Test of Soil4
Correlations between Laboratory Dynamic CBR and Compaction Parameters of Unbound Coarse Aggregate for Base Courses4
Calibration and Validation of S3F Sensor for Measuring Normal and Shear Stresses in Soil4
A Method for Determining Yield Stress of Unsaturated Soils from Lateral Pressure4
A Hydraulic Gradient and Stress-Controlled Erosion Apparatus for Assessing Soil Internal Erosion4
Discussion of “Fully Softened Shear Strength Measurement and Correlations,” by T. D. Stark and R. Fernandez, published in Geotechnical Testing Journal 43, no. 5 (2020)4
Evaluation of Rock Abrasiveness Based on a Digital Drilling Test4
Verification of Seismic Cone Penetration Test Calibration Chamber Tests on a Sand4
Comparing Engineering Properties of Small Diameter Pressuremeter Tests to Clegg Impact Hammer Tests in Cemented Coquina Base and Sandy Subgrades4
Infrared Drying for Water Content Measurements of Soils4
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders4
Selection of Thermal Integrity Data Regression Parameters4
Examples of Variable-Head Field Permeability Tests Used in Books: Given Interpretations and Correct Interpretations4
Experimental Study of the Crack Propagation and Acoustic Emission Characteristics of Red Sandstone under Cyclic Loading4
The Block and Cylindrical Punch Tests for Rocks: A Statistical Comparison between the Results4
New Method for Internal Pore-Water Pressure Measurements3
A Novel Multifunctional Ring Shear Apparatus for Investigating the Interface Strength Characteristics of Liner Systems3
Relationship between a Layered Geomembrane–Geotextile System and Constituent Materials in a Multiaxial Tension Test3
Experimental Setup for Measuring p-y Curves of Rigid Walls Supporting Granular Backfill3
Thermal Triaxial Tests to Evaluate Improvement of Soft Marine Clay through Thermal Consolidation3
Quantification of the Bentonite Content in Diaphragm Wall Filter Cakes Based on Cation Exchange Capacity3
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation3
Development of a Novel Laboratory Rotating Surface Erosion Apparatus for Cohesive or Stabilized Soils3
Measurement Performance Evaluation of Tactile Pressure Sensor with Different Particle Sizes and Sensor Curvatures3
Development of a Laboratory Testing System to Study the Effect of Frost Heave on a Steel Pile3
Closure to “Discussion of ‘Fully Softened Shear Strength Measurement and Correlations,’ by T. D. Stark and R. Fernandez”3
A Cyclic True Triaxial with Rigid-Rigid-Flexible Boundary for Determination of Cross-Anisotropic Nature of Geomaterials3
A New Hydraulic Fracturing Instrument to Measure In Situ Stress and Its Application in Chahasu Coal Mine3
Characterization of Partial Drainage during Medusa Flat Dilatometer Testing3
Water Content of Moist-Tamped Nonplastic Specimens for Constant-Volume Direct Simple Shear Testing3
A Shear Device with Controlled Boundary Conditions for Very Large Nonplanar Rock Discontinuities3
Application of Particle Image Velocimetry for the Visualization of Soil Deformation Processes due to Cyclic Lateral Loading of Rigid Piles3
A Hollow Cylinder Torsional Shear Device to Explore Behavior of Soils Subjected to Complex Rotation of Principal Stresses3
Large Permeameter for Continuing Erosion Filter Tests3
Resonant Column Testing Procedure for Microbial-Induced Carbonate-Precipitated Sands3
Measurement of Physical Parameters for Transient Seepage Assessment of Levees3
Effects of Camera Lens Distortion on Particle Size and Shape Characterizations3
Brazilian Tensile Strength Test Conducted on Ductile Unsaturated Soil Samples3
A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior3
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil3
Experimental Study on Uplift Behavior of Two-Plate Horizontal Anchors in Sand3
Design and Development of an In-Flight Actuator for Modeling Dynamic Compaction in a Geotechnical Centrifuge3
Evaluating at Three Scales the Hydraulic Conductivity in an Unconfined and Stratified Alluvial Aquifer3
Double Plane Direct Shear Apparatus for Determination of Adhesion Factor in Clays3
Triaxial Testing Methodology for Gassy Soils3
Coupled Effect of Soil’s Acidity and Saturation on Pitting Corrosion of Buried Cast Iron3
Cemented Paste Backfill Hydraulic Conductivity Evolution from 30 Minutes to 1 Week3
A Novel Proof of Concept Experimental Setup for Seabed-Pipe Interface Friction Measurements3
Developing a Sample Preparation Approach to Study the Mechanical Behavior of Unsaturated Fine/Coarse Soil Mixture2
Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations2
New Physical Model to Study Tunnels in Squeezing Clay-Rich Rocks2
Phase Relations for Saline Slurry-Deposited Tailings2
On the Outflow Boundary Opening Size for Internal Erosion Testing of Widely Graded Sand and Gravel2
Isotropic Pressure Membrane Sensor to Establish Shrinkage Stress Evolution in Clayey Soil2
The Permeafor: A Rapid Tool for Field Hydraulic Conductivity Testing in Granular Soils2
Integrated Interpretation of Electrical Conductivity Changes, Heat Generation, and Strength Development in the First Week in Cemented Paste Backfill2
Measuring Seismic Shear Strengths for Bootlegger Cove Clay2
Assessment of the Applicability of a Constant-Head Borehole Permeameter Test to River Levees2
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Editorial2
Residual Strength of Liquefied Soil: The Effect of Induced Partial Saturation2
Application of Fiber Bragg Grating Sensing in Bidirectional Tests of Pile Foundations2
Impact of Single and Multiple Specimen Suction Control Oedometer Testing on the Measurement of the Soil–Water Characteristic Curve2
Four-Dimensional Dynamic Synchrotron Microcomputed Tomography Imaging of Gas-Water Interface at High Pressure and Low Temperature2
On the Development of a Self-Sealing Experimental Setup for Natural Claystones Considered as Potential Host Rocks for Radioactive Waste Disposal: Application to the Sandy Opalinus Clay2
Editorial: Special Issue on Experimental Investigations from Very Small Strains to Beyond Failure2
Evaluating Cemented Paste Backfill’s Strength Development at Early Age Using the Laboratory Vane Shear Test2
A Convenient Device to Measure the Permeability of Intact Rock (Heterogeneity and Anisotropy)2
A Multi-orientation System for Determining Angular Distributions of Shear Wave Velocity in Soil Specimens2
Assessment of Several Interpreted Pile Capacity Criteria for Large-Diameter Open-Ended Piles2
Editorial: Special Issue on Recycled Materials for Sustainable Geotechnical Construction2
Evaluation of Millability and Recyclability of Asphalt with Paving Interlayers2
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Determination of Dispersive Erosion Resistance in Fine-Grained Soils with Newly Developed Test Equipment2
Numerical Simulation Analysis of Real-Time High-Temperature Impact Test Technique of Rock Materials2
Simulation Test System for Coal and Gas Outburst Triggered by Tunneling under Gas-Filling Condition and Its Application2
Tensile Strength of Cement-Treated Sand at Different Loading Rates2
An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils2
Thermo-mechanical Calibration of a Temperature-Controlled Oedometer2
Triaxial Tensile Strength Measurement of Compacted Clayey Soils2
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions2
A Digital Image Analysis Technique for Improved Strain Measurement in Geosynthetic Tensile Testing2
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Stabilization of Soft Clay with Sustainable Binders for Dry Deep Mixing Design2
Experimental Investigation and Energy Evolution of Brittle Limestone Subjected to Multistage Cyclic Loading2
Development of a Three-Dimensional Visual Simulation Test and Experiment on Water Inrush Evolution in the Floor Area2
Compressibility-Based Interpretation of Cone Penetrometer Calibration Chamber Tests and Corresponding Boundary Effects1
Quantifying Polymer Loading in Bentonite-Polymer Composites Using Loss on Ignition and Total Carbon Analyses1
Flow Cell with High-Resolution Spatial and Temporal Degree of Saturation Measurements for Two-Dimensional Near-Surface Phenomena Using Unsaturated Transparent Soil1
Investigation into Effect of Sonic Drilling Methodology on Standard Penetration Test Results in Dense Sand1
Influence of a Shaky Start upon Overdamped or Underdamped Field Permeability (Slug) Test Results1
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 Jou1
A New Multiphase Apparatus for Testing Soil Permeated with Three Immiscible Fluids1
Performance Evaluation of Coal Gangue-GGBS–Based Geopolymer for Treating Black Cotton Soil1
A New Apparatus for Shear-Seepage Testing at the Clayey Soil-Structure Interface1
Laboratory Reconsolidation and In Situ Stress State of Residual Soils in the Northern Andes1
Drained Residual Shear Strength Power Function Coefficients a and b1
Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed with Recycled Concrete Aggregate Backfill1
Classification and Recognition Model of Water Saturation Level of Rock Based on Near-Infrared Spectroscopy1
Calibration of Boundary-Type Earth Pressure Cells with Sand1
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Evaluation of Site Variability Effect on the Geotechnical Data and Its Application1
Modified Direct Shear Test for Determining Shear Strength of Rock and Concrete1
Evaluating the Performance of Flexible Piezoresistive Sensors for Measuring Static Contact Stress1
Fiber Bragg Grating–Based Flume Test to Study the Initiation of Landslide-Debris Flows Induced by Concentrated Runoff1
Optimizing the Arrangement of Strain Gauges in Pile Load Testing1
A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device1
A 4D Soil-Structure Interaction Model Testing Apparatus1
Optimization of Advanced Laboratory Monotonic and Cyclic Triaxial Testing on Fine Sands1
Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems1
Optical and Physical Properties of Laponite for Use as Clay Surrogate in Geotechnical Models1
A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Imaging1
Tensile Strength of Compacted Clays during Desiccation under Elevated Temperatures1
Fine-Grained Sediment Characterization and Process Monitoring Using Nuclear Magnetic Resonance (NMR)1
A New Suction-Controlled True Triaxial Apparatus for Unsaturated Soil Testing1
Importance of Sample Height–Diameter Ratio in Triaxial Testing with Free Ends for Determination of the Critical State of Sands1
Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress1
Triaxial Shear Test for Strength Behavior of Saturated Sand–Steel Interface Based on Preformed Failure Plane1
A Combined Slump-Sliding Test for Dredged Fine Sediments1
Evaluation of a Simple and Affordable Image-Based Procedure to Measure Particle Size Distribution1
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 Tests1
Long-Term Cyclic Loading Tests for Offshore Pile Foundations Based on Hydraulic Gradient Modeling1
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer1
The Hydraulic Properties of Aquabeads Considering Forchheimer Flow and Local Heterogeneity1
Effects of Cable Sheath on Deformation Coordination between the Sensing Fiber and Sand1
Barometric Fluctuations and Duration of Variable-Head (Slug) Field Permeability Tests1
FEM Analysis on Isotropic Consolidation of Unsaturated Soils Using Ceramic Disks and Microporous Membrane Filters for Suction Control1
Application of Asaoka’s Method in Multistage Triaxial Compression Testing of Normally Consolidated Soils1
Internal Erosion of a 0–5 mm Crushed Sand in a Rigid Wall-Permeameter: Experimental Methods and Results1
Drained Shear Displacement Rates in Fully Softened Strength Torsional Ring Shear Testing1
Transient Seepage Analysis for Flood Control Embankments1
Development of Testing Procedures to Study the Impact of Erosion Voids on Buried Pipes1
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Laboratory Study of Interface Friction between Sand and Steel Surfaces1
A Large-Scale True Triaxial Seepage Apparatus for Evaluating Impact under High Stress State and High Hydraulic Heads1
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