Geotechnical Testing Journal

Papers
(The TQCC of Geotechnical Testing Journal is 4. 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
Acoustic Emission of Sand during Creep under Oedometric Compression9
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
A Unified Approach for Establishing Soil Water Retention and Volume Change Behavior of Soft Soils8
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 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
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
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
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
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