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 2021-02-01 to 2025-02-01.)
ArticleCitations
The Sed360 Test for Rapid Sand Particle Size Distribution Determination21
Comparison between a New Rigid Dilatometer and the Ménard Pressuremeter in a Reconstituted Sand20
Estimation of Damage Evolution within an In Situ Rock Mass Using the Acoustic Emissions Technique under Incremental Cyclic Loading15
Seismic Centrifuge Modeling of a Gentle Slope of Layered Clay, Including a Weak Layer15
Polymer Quantification Methods for Geosynthetic Clay Liners Enhanced with Anionic Polymers13
Experimental Techniques for the Study of the Cracking Mechanisms in Drying Clays12
Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests11
Optimization of Laboratory Molding Techniques for Nordic Dry Deep Mixing11
Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil10
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 Jou10
Compaction Characteristics of Organo-silane Treated Soils10
Model Test on the Soil Arching Effect of Pile-Supported Embankments Using Transparent Soil9
Experimental Study on Sliding at the Soil-Structure Interface of a Shallow Foundation9
Suction Bucket Foundations under Cyclic Tensile Loading—Physical and Numerical Modeling9
A Modified Triaxial Apparatus for Soils under High-Frequency, Low-Amplitude Vibrations9
Identification of Soil Layers and Properties by Vibration Measurements during Dynamic Penetration Testing8
Experimental Study on Measurement of Interfacial Pressure in Granular Materials8
Scalp-and-Replacement of Oversize Particles: Laboratory Permeameter Testing8
Rock Drilling Test with a Rotary Hammer8
Measurement of Dynamic and Static Properties of Residual Soil Using a Modified Cyclic Triaxial Apparatus7
Laboratory Evaluation of the Measuring Capabilities of an Innovative Pressuremeter Probe in Dry Sand7
A High-Pressure High-Temperature Column for the Simulation of Hydrothermal Water Circulation at Laboratory Scale7
The Influence of Apparatus Stiffness on the Results of Cyclic Direct Simple Shear Tests on Dense Sand7
Laboratory Testing and Numerical Modeling of Creep Behavior of HDPE Geomembranes under Multistage Loading7
Small-Strain Stiffness of Cohesive-Frictional Soils from Thermo-controlled Constant Water Content Resonant Column Testing7
Challenges of the Filter Paper Suction Measurements in Geosynthetic Clay Liners: Effects of Method, Time, Capillarity, and Hysteresis7
Editorial: 2023 Reviewer Thank Yous6
Development and Evaluation of Preconditioning Protocols for Sand Specimens in Constant-Volume Cyclic Direct Simple Shear Tests6
Particle Size Characterization of Silty-to-Sandy Powders: Laser Transmission Technique6
A Unified Approach for Establishing Soil Water Retention and Volume Change Behavior of Soft Soils6
An Examination of the Effect of Chemically Induced Damage on the Monotonic and Cyclic Shearing Behavior of Biocemented Sands6
Deep, In Situ Nonlinear Dynamic Testing of Soil with Controlled Blasting: Instrumentation, Calibration, and Application to a Plastic Silt Deposit6
Methodology to Characterize the Seismic Compression of Unsaturated Sands under Different Drainage Conditions5
Use of Time–Temperature Superposition and Stepped Isothermal Method for Estimating Long-Term Properties of Recycled Aggregate Roller-Compacted Concrete5
An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration5
Experimental Study on Progressive Damage Evolution in Rocks Subjected to Post-peak Cyclic Loading History5
Tensile Strength of Cemented Paste Backfill5
pH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual5
Performance of the Tensiometer Method for the Determination of Soil-Water Retention Curves in Various Soils5
Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics5
Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand4
A Large-Scale High-Pressure Erosion Apparatus for Studying Internal Erosion in Gravelly Soils under Horizontal Seepage Flow4
4
A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior4
Monitoring Flexure Behavior of Compacted Clay Beam Using High-Resolution Distributed Fiber Optic Strain Sensors4
Investigation of Earth Dam Filter Performance under Static and Dynamic Loading Conditions4
A Column-Type Experimental Device for Investigating Coupled Thermo-Hydro-Mechanical Behavior of Expansive Soils4
4
Relationship between a Layered Geomembrane–Geotextile System and Constituent Materials in a Multiaxial Tension Test4
Acoustic Emission of Sand during Creep under Oedometric Compression4
A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements4
Experimental Study on Uplift Behavior of Two-Plate Horizontal Anchors in Sand4
A Novel Multifunctional Ring Shear Apparatus for Investigating the Interface Strength Characteristics of Liner Systems4
4
Redesigned Filter Paper Method: Protocol and Assessment Using Reconstituted Samples3
Infrared Drying for Water Content Measurements of Soils3
Correlations between Laboratory Dynamic CBR and Compaction Parameters of Unbound Coarse Aggregate for Base Courses3
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation3
Experimental Setup for Measuring p-y Curves of Rigid Walls Supporting Granular Backfill3
Verification of Seismic Cone Penetration Test Calibration Chamber Tests on a Sand3
Development of a Novel Laboratory Rotating Surface Erosion Apparatus for Cohesive or Stabilized Soils3
A Soil Erosion Testing Device for Measuring Critical Shear Stress and Erosion Rate3
Impacts of Fixed-End and Flexible Boundary Conditions on Seismic Response of Shallow Foundations on Saturated Sand in 1-g Shaking Table Tests3
Double Plane Direct Shear Apparatus for Determination of Adhesion Factor in Clays3
Effect of Suction and Confining Pressure on Shear Strength and Dilatancy of Highly Compacted Silty Sand: Single-Stage versus Multistage Triaxial Testing3
Calibration and Validation of S3F Sensor for Measuring Normal and Shear Stresses in Soil3
Evaluation of Rock Abrasiveness Based on a Digital Drilling Test3
Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements3
A Cyclic True Triaxial with Rigid-Rigid-Flexible Boundary for Determination of Cross-Anisotropic Nature of Geomaterials3
Characterization of Partial Drainage during Medusa Flat Dilatometer Testing3
Water Content of Moist-Tamped Nonplastic Specimens for Constant-Volume Direct Simple Shear Testing3
Large Permeameter for Continuing Erosion Filter Tests3
The Development and Application of a Novel Apparatus for the Freezing Point Test of Soil3
Quantification of the Bentonite Content in Diaphragm Wall Filter Cakes Based on Cation Exchange Capacity3
3
Automated High-Speed S-Wave Velocity Tomographic System for Laboratory Geotechnical Engineering Process Monitoring – A Study on Pile Installation3
Field Collection of Geotechnical Measurements for Remote or Low-Cost Datalogging Requirements3
Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements3
Experimental Investigation to Analyze the Effect of Cementation on the Geomechanical Behavior of Steel Slag Mixtures3
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders3
Design and Development of an In-Flight Actuator for Modeling Dynamic Compaction in a Geotechnical Centrifuge3
3
The Block and Cylindrical Punch Tests for Rocks: A Statistical Comparison between the Results3
Thermal Triaxial Tests to Evaluate Improvement of Soft Marine Clay through Thermal Consolidation3
Experimental Study of the Crack Propagation and Acoustic Emission Characteristics of Red Sandstone under Cyclic Loading3
Resonant Column Testing Procedure for Microbial-Induced Carbonate-Precipitated Sands3
3
Shaking-Induced Sublayer Vertical Strains of Saturated Sands Estimated from Partially Drained Dynamic Centrifuge Tests3
Selection of Thermal Integrity Data Regression Parameters3
A Hydraulic Gradient and Stress-Controlled Erosion Apparatus for Assessing Soil Internal Erosion3
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils3
A Hollow Cylinder Torsional Shear Device to Explore Behavior of Soils Subjected to Complex Rotation of Principal Stresses2
Simple Testing Method for Measuring the Triaxial Stress-Strain Relations of Unsaturated Soils at High Suctions2
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
Numerical Simulation Analysis of Real-Time High-Temperature Impact Test Technique of Rock Materials2
Stabilization of Soft Clay with Sustainable Binders for Dry Deep Mixing Design2
Residual Strength of Liquefied Soil: The Effect of Induced Partial Saturation2
On the Outflow Boundary Opening Size for Internal Erosion Testing of Widely Graded Sand and Gravel2
A New Hydraulic Fracturing Instrument to Measure In Situ Stress and Its Application in Chahasu Coal Mine2
New Physical Model to Study Tunnels in Squeezing Clay-Rich Rocks2
Total Volume Change Measurement of Unsaturated Soil in Triaxial Tests: A New Approach2
A Method for Determining Yield Stress of Unsaturated Soils from Lateral Pressure2
Triaxial Tensile Strength Measurement of Compacted Clayey Soils2
Triaxial Testing Methodology for Gassy Soils2
Application of Fiber Bragg Grating Sensing in Bidirectional Tests of Pile Foundations2
Isotropic Pressure Membrane Sensor to Establish Shrinkage Stress Evolution in Clayey Soil2
Coupled Effect of Soil’s Acidity and Saturation on Pitting Corrosion of Buried Cast Iron2
A Shear Device with Controlled Boundary Conditions for Very Large Nonplanar Rock Discontinuities2
Laboratory Tests on Mitigation of Soil Liquefaction Using Microbial Induced Desaturation and Precipitation2
New Method for Internal Pore-Water Pressure Measurements2
Brazilian Tensile Strength Test Conducted on Ductile Unsaturated Soil Samples2
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil2
Evaluating Cemented Paste Backfill’s Strength Development at Early Age Using the Laboratory Vane Shear Test2
Phase Relations for Saline Slurry-Deposited Tailings2
Editorial: Special Issue on Experimental Investigations from Very Small Strains to Beyond Failure2
Comparing Engineering Properties of Small Diameter Pressuremeter Tests to Clegg Impact Hammer Tests in Cemented Coquina Base and Sandy Subgrades2
A Novel Proof of Concept Experimental Setup for Seabed-Pipe Interface Friction Measurements2
The Permeafor: A Rapid Tool for Field Hydraulic Conductivity Testing in Granular Soils2
Thermo-mechanical Calibration of a Temperature-Controlled Oedometer2
A Digital Image Analysis Technique for Improved Strain Measurement in Geosynthetic Tensile Testing2
Evaluation of Millability and Recyclability of Asphalt with Paving Interlayers2
Assessment of the Applicability of a Constant-Head Borehole Permeameter Test to River Levees2
Measurement of Physical Parameters for Transient Seepage Assessment of Levees2
Closure to “Discussion of ‘Fully Softened Shear Strength Measurement and Correlations,’ by T. D. Stark and R. Fernandez”2
Development of a Laboratory Testing System to Study the Effect of Frost Heave on a Steel Pile2
Cemented Paste Backfill Hydraulic Conductivity Evolution from 30 Minutes to 1 Week2
Simulation Test System for Coal and Gas Outburst Triggered by Tunneling under Gas-Filling Condition and Its Application2
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions2
Fine-Grained Sediment Characterization and Process Monitoring Using Nuclear Magnetic Resonance (NMR)1
Development of Testing Procedures to Study the Impact of Erosion Voids on Buried Pipes1
Optimizing the Arrangement of Strain Gauges in Pile Load Testing1
Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems1
Investigation into Effect of Sonic Drilling Methodology on Standard Penetration Test Results in Dense Sand1
Editorial1
Modified Direct Shear Test for Determining Shear Strength of Rock and Concrete1
Developing a Sample Preparation Approach to Study the Mechanical Behavior of Unsaturated Fine/Coarse Soil Mixture1
Laboratory Study of Interface Friction between Sand and Steel Surfaces1
Optimization of Advanced Laboratory Monotonic and Cyclic Triaxial Testing on Fine Sands1
Impact of Single and Multiple Specimen Suction Control Oedometer Testing on the Measurement of the Soil–Water Characteristic Curve1
Development of a Three-Dimensional Visual Simulation Test and Experiment on Water Inrush Evolution in the Floor Area1
A 4D Soil-Structure Interaction Model Testing Apparatus1
Tensile Strength of Cement-Treated Sand at Different Loading Rates1
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer1
Internal Erosion of a 0–5 mm Crushed Sand in a Rigid Wall-Permeameter: Experimental Methods and 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 Journa1
Evaluation of a Simple and Affordable Image-Based Procedure to Measure Particle Size Distribution1
Calibration of Boundary-Type Earth Pressure Cells with Sand1
Laboratory Reconsolidation and In Situ Stress State of Residual Soils in the Northern Andes1
Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress1
Classification and Recognition Model of Water Saturation Level of Rock Based on Near-Infrared Spectroscopy1
1
Evaluating the Performance of Flexible Piezoresistive Sensors for Measuring Static Contact Stress1
1
Evaluation of Site Variability Effect on the Geotechnical Data and Its Application1
Integrated Interpretation of Electrical Conductivity Changes, Heat Generation, and Strength Development in the First Week in Cemented Paste Backfill1
Uniqueness of the Normal Consolidation Line for Gold Tailings1
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
Experimental Investigation and Energy Evolution of Brittle Limestone Subjected to Multistage Cyclic Loading1
Application of Asaoka’s Method in Multistage Triaxial Compression Testing of Normally Consolidated Soils1
Fiber Bragg Grating–Based Flume Test to Study the Initiation of Landslide-Debris Flows Induced by Concentrated Runoff1
Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed with Recycled Concrete Aggregate Backfill1
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 Clay1
Effects of Cable Sheath on Deformation Coordination between the Sensing Fiber and Sand1
A Large-Scale True Triaxial Seepage Apparatus for Evaluating Impact under High Stress State and High Hydraulic Heads1
A New Apparatus for Shear-Seepage Testing at the Clayey Soil-Structure Interface1
Prediction of Soil Moisture Content through Photographs of Cobalt Chloride Filter Paper in Contact with Soil Specimens1
1
Influence of a Shaky Start upon Overdamped or Underdamped Field Permeability (Slug) Test Results1
Determination of Dispersive Erosion Resistance in Fine-Grained Soils with Newly Developed Test Equipment1
A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Imaging1
An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils1
Experimental Investigation on Shear Behavior of Partially Saturated Silty Soil under Constant Water Content and Constant Void Ratio Conditions1
Resonant Column Calibration and Dynamic Torsional Shear Testing Using Stepped Frequency Sweeps1
Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations1
A New Multiphase Apparatus for Testing Soil Permeated with Three Immiscible Fluids1
Effects of Camera Lens Distortion on Particle Size and Shape Characterizations1
Editorial: Special Issue on Recycled Materials for Sustainable Geotechnical Construction1
Measuring Seismic Shear Strengths for Bootlegger Cove Clay1
FEM Analysis on Isotropic Consolidation of Unsaturated Soils Using Ceramic Disks and Microporous Membrane Filters for Suction Control1
A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device1
Constant Volume Ring Shear Specimen Trimming and Testing1
Barometric Fluctuations and Duration of Variable-Head (Slug) Field Permeability Tests1
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
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