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 2022-05-01 to 2026-05-01.)
ArticleCitations
Development of Direct Shear Apparatus and Liquefaction Strength Tests28
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 Test27
Analysis of Mechanical Properties and Failure Modes of Layered Shale in Split Hopkinson Pressure Bar Brazilian Splitting Tests17
Experimental Study on Working Performance of Reinforced Soil Retaining Wall under Vehicle Dynamic Load16
pH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual16
Relationship between a Layered Geomembrane–Geotextile System and Constituent Materials in a Multiaxial Tension Test15
14
Calibration and Validation of S3F Sensor for Measuring Normal and Shear Stresses in Soil14
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders14
Influence of Pre-existing Flaws and Moisture Content on Damage Characteristics of Sandstone in Uniaxial Compression Experiments13
Resonant Column Testing Procedure for Microbial-Induced Carbonate-Precipitated Sands12
The Manometer Sedimentation (m-Sed) System for Particle Size Distribution of Sand11
Developing Soil Internal Erosion Indicator to Quantify Soil Internal Erosion around Defective Buried Pipes under Water Exfiltration11
CPT+NMR Technology for On-Land and Offshore Geotechnical and Hydrogeological Applications10
Mix Ratio Inversion of Geomechanical Model Materials Considering Shear Strength Parameters10
Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements9
Editorial: Special Issue on Shear Testing of Soils, Part 28
A True Triaxial Apparatus for Soil Testing with Three-Dimensional Rigid Boundary8
Development of a Three-Dimensional Visual Simulation Test and Experiment on Water Inrush Evolution in the Floor Area8
Experimental Investigation of Shear Behavior at the Pile–Soil Interface for Distributed Post-grouted Piles in Cohesive Soil8
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil8
A Combined Slump-Sliding Test for Dredged Fine Sediments7
Micrometer-Scale Profile Test of Rock Fracture Surface Based on Spectral Confocal Displacement Sensor7
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer7
Application of Asaoka’s Method in Multistage Triaxial Compression Testing of Normally Consolidated Soils7
Determination of the Coefficient of Consolidation Using the Inflection Point on the Pore Pressure Dissipation Curve7
Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress7
6
Quantification of Gypsum in Soils via Portable X-ray Fluorescence Spectrometry6
Recommendations on Use of DIC in Experimental Geotechnics6
Centrifuge Model Design for Axially Loaded Structures under Large Ground Movements6
Stabilization Tests for Deep Mixing—Round-Robin Tests in Eight Finnish Laboratories6
An Innovative Experimental Methodology for Testing Anisotropic Permeabilities of Formation Rocks6
Full-Scale Field Test and Application of Long Servo Steel Struts for Deep Excavation6
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How to Correctly Interpret Strange Data for Field Permeability (Slug) Tests in Monitoring Wells or between Packers5
The Use of Steel Slags in Transport Infrastructures: A Critical Review5
Development of Tools for the Direct Measurement of Shear Stress and Shear Strain within a Soil Mass5
Development of Cyclic Interface Shear Test Device and Testing Procedure to Measure the Response of Cohesive Soil-Structure Interface5
Experimental Study on Stability Analysis of Shallow-Buried Metro Station Hard Rock Excavation under Blasting Vibration Effect5
Dialysis Leaching Test Method for Measuring Solute Diffusion in Bentonites5
Compression Behavior of Municipal Solid Waste in Temperature-Controlled Isotropic Condition5
Application of Experimental Design to Study the Fully Softened Shear Strength5
The Influence of Surface Characteristics on Cohesive Soils–Structure Interface Monotonic Shear Response5
Evaluation of the Penetration Behavior of Viscous Fluids into Porous Media in the Context of Volume Determination5
Reliability of Chilled-Mirror Hygrometer (WP4C) for Soil Total Suction Measurement5
Geotechnical Characterization of Laponite as Transparent Clay Surrogate4
Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics4
Grouting Spread and Sealing Mechanisms in Rough-Walled Fractures under Flowing Water: A Visual Experimental Investigation4
Experimental and Numerical Characterization of Rocks under Triaxial Loading Conditions4
4
Tensile Strength of Cement-Treated Sand at Different Loading Rates4
A Revision to the Minimum Required Specimen Width to Maximum Particle Size Ratio in ASTM D3080/D3080M for Direct Shear Testing of Coarse Granular Materials4
Influence of Stress State on the Expected Behavior of Filtered Iron Ore Tailings for Compacted Stacking Disposal4
Experimental Investigations on Noncoaxiality of Unsaturated Weathered Red Mudstone Subjected to Monotonic and Cyclic Simple Shearing4
Characterization of Partial Drainage during Medusa Flat Dilatometer Testing4
A Convenient Device to Measure the Permeability of Intact Rock (Heterogeneity and Anisotropy)4
Optimizing Hydraulic Conductivity Estimation from In Situ Measurements Using Artificial Data4
Physical and Numerical Modeling of Micropile Group Slope Protection Bearing Test4
Study on the Damage Evolution of Weathered Granite under Different Confining Pressure Based on Hoek-Brown Failure Criterion and Acoustic Emission Parameters4
Laboratory Testing and Numerical Modeling of Creep Behavior of HDPE Geomembranes under Multistage Loading4
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils4
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Residual Strength of Liquefied Soil: The Effect of Induced Partial Saturation4
Establishing a Relationship between Falling Weight Deflectometer Field Deflections and Nonlinear Parameters to Quantify Stress State for Recycled and Virgin Aggregate Bases3
Development of an Arduino-Based Flow Control System for Precision Rainfall Simulation and Its Application to Experimental Study on Seepage Failure of Braced Excavation in Sandy-Gravel Mixed Strata3
Field Performance Evaluation of Base Course Constructed with Reclaimed Asphalt Pavement and Virgin Aggregate Blends3
Specific Storage or Elastic Modulus of Solid Matrix in Aquifers and Aquitards—Results from Slug Tests: A Review and a Clarification3
Transient Seepage Analysis for Flood Control Embankments3
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions3
A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device3
Laboratory Devices and Methods for the Study of Processes in Rock Fractures: Fracture Generation, Characterization, and Process Monitoring3
Triaxial Tensile Strength Measurement of Compacted Clayey Soils3
Strength-Deformation Characteristics of Two Different Foamed Glass Aggregates under a Static Design Load3
A Tool for Processing and Inversion of MASW Data and a Study of Inter-session Variability of MASW3
Measuring Fully Softened Shear Strength of Clay Mineral Mixtures–Comparison with Testing Methods: Direct Simple Shear and Direct Shear3
Soil Structure in Volcanic Pumice Soil of Dozou-sawa River Evaluated from In Situ and Laboratory Tests3
Performance Evaluation of Coal Gangue-GGBS–Based Geopolymer for Treating Black Cotton Soil3
An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils3
Isotropic Pressure Membrane Sensor to Establish Shrinkage Stress Evolution in Clayey Soil3
Design and Functionality Analysis of the High-Stress Permeameter (HSP), a Device Developed for Measuring Mechanical and Hydraulic Properties of Gas Hydrate-Bearing Pressure Core3
Effects of Geometry and Forms of Recycled Plastics on Strength Properties of Silty Soils3
Compaction-Induced Particle Breakage of Recycled Concrete Aggregate3
Peak Friction Angle of Sand at a Wide Range of Effective Stresses from Drained Direct Shear, Triaxial, and Plane-Strain Tests for the Design of Retaining Structures3
Large-Scale Plate Load Tests of Geogrid-Stabilized Aggregate Layers over Weak Clayey Subgrade3
A Servo-control Relative Humidity System for Imposing Very High Soil Suctions3
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 Clay3
A Shear Device with Controlled Boundary Conditions for Very Large Nonplanar Rock Discontinuities3
Resonant Column Calibration and Dynamic Torsional Shear Testing Using Stepped Frequency Sweeps3
Scalp-and-Replacement of Oversize Particles: Laboratory Permeameter Testing2
Effects of Carbonation and Saturation on the Leaching Characteristics of Recycled Concrete Aggregates2
A Multidirectional Cyclic Direct Simple Shear Device for Characterizing Dynamic Soil Behavior2
Influence of Boundary Conditions on Undrained Simple Shear Tests2
Editorial: Special Issue on Recycled Materials for Sustainable Geotechnical Construction2
Experimental Investigation on Deformation Modes of a Cyclically Eccentric Loaded Gravity Foundation in Sand2
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”2
Importance of Sample Height–Diameter Ratio in Triaxial Testing with Free Ends for Determination of the Critical State of Sands2
Study on Uplift Characteristics and Bearing Capacity Calculation Method of Grouted Prefabricated Steel Pipe Piles2
Design and Fabrication of a Multiple Lever-Arm Creep Testing Setup for Rocks2
A New Tool to Effectively Control Groove Dimensions in Low-Plasticity Soils during the Casagrande Cup Liquid Limit Test2
Recent and New Information from the Slug Test Data of Ferris and Knowles (1954)2
Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained Thermal Triaxial Tests2
Experimental Setup to Measure the Development of Shear Bands in Transparent Sand2
Analysis of the Disc Cutter Cutting Load and Performance during TBM Tunneling in Soft-Hard Varied Strata through Laboratory Cutting Test2
Calibration of Boundary-Type Earth Pressure Cells with Sand2
Prediction of Soil Moisture Content through Photographs of Cobalt Chloride Filter Paper in Contact with Soil Specimens2
Determination of the Water Occlusion Point of Structured Engineered Media Based on Air Permeability Testing2
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation2
Infrared Drying for Water Content Measurements of Soils2
Method for Preparing Hollow Cylindrical Specimens of Natural Granite Residual Soil2
Measurement of External and Internal Cation Exchange Capacity and Implications to Expansive Soil Classification2
The Permeafor: A Rapid Tool for Field Hydraulic Conductivity Testing in Granular Soils2
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 Testi2
Direct Simple Shear Tests on Specimens with Thick Rings2
Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems2
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”2
Experimental Investigation on Shear Behavior of Partially Saturated Silty Soil under Constant Water Content and Constant Void Ratio Conditions2
Development of a Novel Laboratory Rotating Surface Erosion Apparatus for Cohesive or Stabilized Soils2
Application of Particle Image Velocimetry for the Visualization of Soil Deformation Processes due to Cyclic Lateral Loading of Rigid Piles2
A Fully-Automated Environmental Chamber to Study the Interplay between Soil Desiccation Cracking, Temperature, and CO2 Concentration1
Development of a Real-Time Monitoring and Calculation Method for TBM Disc-Cutter’s Cutting Force in Complex Ground1
The Sed360 Test for Rapid Sand Particle Size Distribution Determination1
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
Interpretation of In Situ State Parameters of Piezocone Penetration Tests in High Pile Rebound Soils1
Experimental Investigation to Analyze the Effect of Cementation on the Geomechanical Behavior of Steel Slag Mixtures1
Editorial1
Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements1
Experimental Investigation on Active Control of Tunnel Structure Deformation Using Capsule Grouting Technique1
Double Plane Direct Shear Apparatus for Determination of Adhesion Factor in Clays1
Experimental Study on Sliding at the Soil-Structure Interface of a Shallow Foundation1
Measurement of Dynamic and Static Properties of Residual Soil Using a Modified Cyclic Triaxial Apparatus1
Modified Complex Electrical Resistivity Technique: Applications to Saturated and Unsaturated Soils1
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A New Apparatus for Seepage and Internal Erosion Soil Column Tests in Geotechnical Centrifuge1
An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device1
A 4D Soil-Structure Interaction Model Testing Apparatus1
Assessment of the Applicability of a Constant-Head Borehole Permeameter Test to River Levees1
Thermo-mechanical Calibration of a Temperature-Controlled Oedometer1
Editorial: Special Issue on Shear Testing of Soils, Part 11
Thermal Triaxial Tests to Evaluate Improvement of Soft Marine Clay through Thermal Consolidation1
Particle Size Characterization of Silty-to-Sandy Powders: Laser Transmission Technique1
Studying Bearing Characteristics and Calculation Models of Karst Cave Roof Utilizing Digital Modeling1
Identification of Soil Layers and Properties by Vibration Measurements during Dynamic Penetration Testing1
Calibration Techniques for Improved Moisture Content Measurements Using a Hybrid Nuclear-Electric Density Gauge1
Study on Monitoring of Vacuum Preloading Process of Soft Soil Based on Electromechanical Impedance Technique1
Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading1
Measuring In Situ Unit Weight and Moisture Content Using a Drive Cylinder, a Nuclear Density Gauge, and a Hybrid Nuclear-Electric Density Gauge1
Hole Erosion Test: Techniques for Determining the Post-erosion Diameter and Its Uncertainty1
Laboratory Study of Interface Friction between Sand and Steel Surfaces1
Evaluating Cemented Paste Backfill’s Strength Development at Early Age Using the Laboratory Vane Shear Test1
Evaluating the Performance of Flexible Piezoresistive Sensors for Measuring Static Contact Stress1
Experimental and Numerical Study on Micro-macroscopic Mechanical Behavior of Frozen Coarse-Grained Soil under Temperature and Gravel Content Effects1
A Cyclic True Triaxial with Rigid-Rigid-Flexible Boundary for Determination of Cross-Anisotropic Nature of Geomaterials1
Geophysics-Based Model for Determining Effective Stress in Soft Soils1
A Modified Rowe Cell with Bender Elements for Small Strain Shear Modulus Measurements1
Cyclic Behaviors of Anisotropically Consolidated Gravelly Soils under Triaxial Condition: Effects of Sand Gradation Part of the Soil1
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