Geotechnical Testing Journal
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An Examination of the Effect of Chemically Induced Damage on the Monotonic and Cyclic Shearing Behavior of Biocemented Sands
An Examination of the Effect of Chemically Induced Damage on the Monotonic and Cyclic Shearing Behavior of Biocemented Sands
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Triaxial Testing Methodology for Gassy Soils - GTJ20230296
Triaxial Testing Methodology for Gassy Soils - GTJ20230296
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Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation - GTJ20230299
Experimental Wave-Based Assessment of Liquefaction Resistance for Different Degrees of Saturation - GTJ20230299
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Use of Time–Temperature Superposition and Stepped Isothermal Method for Estimating Long-Term Properties of Recycle - GTJ20230335
Use of Time–Temperature Superposition and Stepped Isothermal Method for Estimating Long-Term Properties of Recycle - GTJ20230335
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Evaluation of Millability and Recyclability of Asphalt with Paving Interlayers - GTJ20230326
Evaluation of Millability and Recyclability of Asphalt with Paving Interlayers - GTJ20230326
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Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements - GTJ20230323
Laboratory Fatigue Characterization of Foamed Bitumen Stabilized Granular Base and Recycled Blends for Pavements - GTJ20230323
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The Use of Steel Slags in Transport Infrastructures - A Critical Review - GTJ20230297
The Use of Steel Slags in Transport Infrastructures - A Critical Review - GTJ20230297
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Mechanical Properties and Stabilization Mechanism of Steel Slag-Rice Husk Ash Solidified High Plasticity Clay - GTJ20220294
Mechanical Properties and Stabilization Mechanism of Steel Slag-Rice Husk Ash Solidified High Plasticity Clay - GTJ20220294
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PH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual - GTJ20220288
PH-Dependent Leaching Characteristics of Steel Slag Mitigated with Water Treatment Residual - GTJ20220288
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Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer - GTJ20220283
Stress-Dependent Behavior of Lightly Stabilized Industrial Waste Subbase Using Falling Weight Deflectometer - GTJ20220283
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Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems - GTJ20220279
Comparative Evaluation of the Long-Term Filtration Performance of Recycled Materials in Highway Drainage Systems - GTJ20220279
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Field Performance Evaluation of Base Course Constructed with Reclaimed Asphalt Pavement and Virgin Aggregate Blends -GTJ20220277
Field Performance Evaluation of Base Course Constructed with Reclaimed Asphalt Pavement and Virgin Aggregate Blends -GTJ20220277
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Characterization of Recycled Aggregates in Existing Pavement Base Layers - GTJ20220268
Characterization of Recycled Aggregates in Existing Pavement Base Layers - GTJ20220268
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Effects of Geometry and Forms of Recycled Plastics on Strength Properties of Silty Soils - GTJ20220261
Effects of Geometry and Forms of Recycled Plastics on Strength Properties of Silty Soils - GTJ20220261
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Performance Evaluation for Cohesionless Soil Stabilized with Lignin and Polymerized Lignin - GTJ20220260
Performance Evaluation for Cohesionless Soil Stabilized with Lignin and Polymerized Lignin - GTJ20220260
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Strength-Deformation Characteristics of Two Different Foamed Glass Aggregates under a Static Design Load - GTJ20220258
Strength-Deformation Characteristics of Two Different Foamed Glass Aggregates under a Static Design Load - GTJ20220258
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Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed wit - GTJ20220257
Large-Scale Hydraulic Performance Testing of a Geotextile Mechanically Stabilized Earth (MSE) Wall Constructed wit - GTJ20220257
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Stabilization of Soft Clay with Sustainable Binders for Dry Deep Mixing Design - GTJ20220255
Stabilization of Soft Clay with Sustainable Binders for Dry Deep Mixing Design - GTJ20220255
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Effects of Carbonation and Saturation on the Leaching Characteristics of Recycled Concrete Aggregates - GTJ20220253
Effects of Carbonation and Saturation on the Leaching Characteristics of Recycled Concrete Aggregates - GTJ20220253
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Performance Evaluation of Coal Gangue-GGBS–Based Geopolymer for Treating Black Cotton Soil - GTJ20220251
Performance Evaluation of Coal Gangue-GGBS–Based Geopolymer for Treating Black Cotton Soil - GTJ20220251
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Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements - GTJ20220249
Laboratory Testing of Ferrochrome Slag as an Aggregate in Porous Pavements - GTJ20220249
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Experimental Investigation to Analyze the Effect of Cementation on the Geomechanical Behavior of Steel Slag Mixtures-GTJ20220248
Experimental Investigation to Analyze the Effect of Cementation on the Geomechanical Behavior of Steel Slag Mixtures-GTJ20220248
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Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics - GTJ20220245
Strength and Deformation Behavior of Equestrian Riding Surfaces Improved with Recycled Geosynthetics - GTJ20220245
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Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils - GTJ20220243
Experimental Studies and Sustainability Assessments of Quarry Dust for Chemical Treatment of Expansive Soils - GTJ20220243
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Utilization of Granular Wastes in Transportation Infrastructure - GTJ20220233
Utilization of Granular Wastes in Transportation Infrastructure - GTJ20220233
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Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders - GTJ20220221
Carbon Sequestration Capacity of Stabilized Soft Clays with Recycled Binders - GTJ20220221
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Compaction Characteristics of Organo-silane Treated Soils - GTJ20230390
Compaction Characteristics of Organo-silane Treated Soils - GTJ20230390
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Staged Embankment Construction in Geotechnical Centrifuges
Staged Embankment Construction in Geotechnical Centrifuges
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An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device
An Experimental Study on Excess Pore-Water Pressure Generation of a Poorly Graded Sand Using Combined RCTS Device
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Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress
Development of a Laboratory Test Apparatus for Simulating Core Drilling under High In Situ Stress
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Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading
Model Testing of Rock-Socketed Piles under Combined Vertical–Lateral Loading
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Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained
Use of Bender Elements to Evaluate Linkages between Thermal Volume Changes and Shear Modulus Hardening in Drained and Undrained
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A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Im
A New Experimental Technique to Investigate the Load-Bearing Mechanisms of Smeared Rock-Socketed Piles Using In Situ X-ray CT Im
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Infrared Drying for Water Content Measurements of Soils
Infrared Drying for Water Content Measurements of Soils
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Experimental Study on Sliding at the Soil-Structure Interface of a Shallow Foundation
