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 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
Optimization of Laboratory Molding Techniques for Nordic Dry Deep Mixing11
Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests11
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
Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil10
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
Model Test on the Soil Arching Effect of Pile-Supported Embankments Using Transparent Soil9
Rock Drilling Test with a Rotary Hammer8
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
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
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
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
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
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
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
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
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
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
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
Selection of Thermal Integrity Data Regression Parameters3
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
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
Redesigned Filter Paper Method: Protocol and Assessment Using Reconstituted Samples3
Double Plane Direct Shear Apparatus for Determination of Adhesion Factor in Clays3
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
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
Automated High-Speed S-Wave Velocity Tomographic System for Laboratory Geotechnical Engineering Process Monitoring – A Study on Pile Installation3
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
0.079692125320435