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 2021-06-01 to 2025-06-01.)
ArticleCitations
18
Analysis of Mechanical Properties and Failure Modes of Layered Shale in Split Hopkinson Pressure Bar Brazilian Splitting Tests17
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 Test16
Suggested Method of Specimen Preparation for Triaxial Tests on Partially Saturated Sand13
Monitoring Flexure Behavior of Compacted Clay Beam Using High-Resolution Distributed Fiber Optic Strain Sensors12
Development of Direct Shear Apparatus and Liquefaction Strength Tests12
pH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual11
Calibration and Validation of S3F Sensor for Measuring Normal and Shear Stresses in Soil10
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders9
Resonant Column Testing Procedure for Microbial-Induced Carbonate-Precipitated Sands9
Developing Soil Internal Erosion Indicator to Quantify Soil Internal Erosion around Defective Buried Pipes under Water Exfiltration9
9
Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements9
Simulation Test System for Coal and Gas Outburst Triggered by Tunneling under Gas-Filling Condition and Its Application8
Development of a Laboratory Testing System to Study the Effect of Frost Heave on a Steel Pile8
Relationship between a Layered Geomembrane–Geotextile System and Constituent Materials in a Multiaxial Tension Test8
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 Soil7
Mesostructural Mechanism of Hydraulic Gradient Fluctuations Affecting Internal Instability Using Transparent Soil7
A Combined Slump-Sliding Test for Dredged Fine Sediments6
Application of Asaoka’s Method in Multistage Triaxial Compression Testing of Normally Consolidated Soils6
Reappraisal of Fall-Cone Flow Curve for Soil Plasticity Determinations6
Optical and Physical Properties of Laponite for Use as Clay Surrogate in Geotechnical Models6
Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress6
Micrometer-Scale Profile Test of Rock Fracture Surface Based on Spectral Confocal Displacement Sensor6
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer6
Numerical Simulation Analysis of Real-Time High-Temperature Impact Test Technique of Rock Materials6
5
An Innovative Experimental Methodology for Testing Anisotropic Permeabilities of Formation Rocks5
Development of Cyclic Interface Shear Test Device and Testing Procedure to Measure the Response of Cohesive Soil-Structure Interface5
Stabilization Tests for Deep Mixing—Round-Robin Tests in Eight Finnish Laboratories5
Development of Tools for the Direct Measurement of Shear Stress and Shear Strain within a Soil Mass5
Quantification of Gypsum in Soils via Portable X-ray Fluorescence Spectrometry5
Centrifuge Model Design for Axially Loaded Structures under Large Ground Movements5
Compression Behavior of Municipal Solid Waste in Temperature-Controlled Isotropic Condition5
Recommendations on Use of DIC in Experimental Geotechnics5
How to Correctly Interpret Strange Data for Field Permeability (Slug) Tests in Monitoring Wells or between Packers4
Experimental Study on Stability Analysis of Shallow-Buried Metro Station Hard Rock Excavation under Blasting Vibration Effect4
Geotechnical Characterization of Laponite as Transparent Clay Surrogate4
Application of Experimental Design to Study the Fully Softened Shear Strength4
Experimental Study on Measurement of Interfacial Pressure in Granular Materials4
The Use of Steel Slags in Transport Infrastructures: A Critical Review4
Reliability of Chilled-Mirror Hygrometer (WP4C) for Soil Total Suction Measurement4
Dialysis Leaching Test Method for Measuring Solute Diffusion in Bentonites4
Evaluation of the Penetration Behavior of Viscous Fluids into Porous Media in the Context of Volume Determination4
Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics4
An Improved Apparatus for Testing the Friction Variation of Soil-Structure Interface Induced by One-Dimensional Vibration4
Study on the Damage Evolution of Weathered Granite under Different Confining Pressure Based on Hoek-Brown Failure Criterion and Acoustic Emission Parameters4
4
Laboratory Testing and Numerical Modeling of Creep Behavior of HDPE Geomembranes under Multistage Loading4
Physical and Numerical Modeling of Micropile Group Slope Protection Bearing Test4
Influence of Stress State on the Expected Behavior of Filtered Iron Ore Tailings for Compacted Stacking Disposal4
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils3
Tensile Strength of Cement-Treated Sand at Different Loading Rates3
Transient Seepage Analysis for Flood Control Embankments3
Resonant Column Calibration and Dynamic Torsional Shear Testing Using Stepped Frequency Sweeps3
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
Isotropic Pressure Membrane Sensor to Establish Shrinkage Stress Evolution in Clayey Soil3
Measuring Seismic Shear Strengths for Bootlegger Cove Clay3
Experimental Study of the Crack Propagation and Acoustic Emission Characteristics of Red Sandstone under Cyclic Loading3
Characterization of Partial Drainage during Medusa Flat Dilatometer Testing3
An NMR-Based Procedure for Evaluating the Apparent Surface Relaxivity and Pore Size Distribution of Soils3
A Tool for Processing and Inversion of MASW Data and a Study of Inter-session Variability of MASW3
Performance Evaluation of Coal Gangue-GGBS–Based Geopolymer for Treating Black Cotton Soil3
Establishing a Relationship between Falling Weight Deflectometer Field Deflections and Nonlinear Parameters to Quantify Stress State for Recycled and Virgin Aggregate Bases3
Experimental Investigation on the Post-liquefaction Behavior of Sands in Simple Shear Conditions3
Residual Strength of Liquefied Soil: The Effect of Induced Partial Saturation3
A Convenient Device to Measure the Permeability of Intact Rock (Heterogeneity and Anisotropy)3
The Block and Cylindrical Punch Tests for Rocks: A Statistical Comparison between the Results3
A Shear Device with Controlled Boundary Conditions for Very Large Nonplanar Rock Discontinuities3
Determination of Dispersive Erosion Resistance in Fine-Grained Soils with Newly Developed Test Equipment3
Effects of Geometry and Forms of Recycled Plastics on Strength Properties of Silty Soils3
A New True Triaxial Apparatus for Finite Deformation with a Novel Rigid–Flexible Loading Device3
Triaxial Tensile Strength Measurement of Compacted Clayey Soils3
A New Apparatus for Shear-Seepage Testing at the Clayey Soil-Structure Interface3
3
3
Field Collection of Geotechnical Measurements for Remote or Low-Cost Datalogging Requirements3
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