ISSN: 0149-6115
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Geotechnical Testing Journal Q2 Unclaimed
Geotechnical Testing Journal is a journal indexed in SJR in Geotechnical Engineering and Engineering Geology with an H index of 71. It has a price of 1125 €. It has an SJR impact factor of 0,547 and it has a best quartile of Q2. It is published in English. It has an SJR impact factor of 0,547.
Type: Journal
Type of Copyright:
Languages: English
Open Access Policy:
Type of publications:
Publication frecuency: -
1125 €
Inmediate OANPD
Embargoed OA0 €
Non OAMetrics
0,547
SJR Impact factor71
H Index43
Total Docs (Last Year)250
Total Docs (3 years)1879
Total Refs359
Total Cites (3 years)246
Citable Docs (3 years)1.29
Cites/Doc (2 years)43.7
Ref/DocOther journals with similar parameters
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Yantu Lixue/Rock and Soil Mechanics Q2
International Journal of Geo-Engineering Q2
Marine Georesources and Geotechnology Q2
Petroleum Q2
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Aims and Scope
Best articles by citations
Measurement of Quasi-Elastic Stiffness Parameters of Dense Toyoura Sand in Hollow Cylinder Apparatus and Triaxial Apparatus with Bender Elements
View moreGeotechnical Characteristics of an Aerated Soil-Stabilizer Mixture as Backfill Material
View moreSimple Shear of an Undisturbed Soft Marine Clay in NGI and Torsional Shear Equipment
View moreEffect of Boundary Conditions Upon Centrifuge Experiments Using Ground Motion Simulation
View moreApplication of High-Speed Digital CCD Cameras to Observe Static and Dynamic Deformation Characteristics of Sand
View moreEngineering Properties of Tire/Soil Mixtures as a Lightweight Fill Material
View moreConstant-Volume Triaxial Tests to Study the Effects of Membrane Penetration
View moreThe Use of Hall Effect Semiconductors in Geotechnical Instrumentation
View moreMatric Suction Measurement of Unsaturated Soils With Null-Type Axis-Translation Technique
View moreGeotechnical Properties of Hackensack Valley Varved Clays of New Jersey
View moreA New Pressurized Vane Shear Apparatus
View moreA Fiber Optic Sensored Triaxial Testing Device
View moreEstimation of Ultimate Lateral Load Capacity of Piles in Sands Using Calibration Chamber Tests
View moreA Laboratory Device to Test the Pull-Out Behavior of Soil Nails
View moreUsing Electrical Conductivity to Estimate Properties of Mineral Slurries Used in Drilled Shaft Construction
View moreFracture Behavior of Intact Rock Using Acoustic Emission: Experimental Observation and Realistic Modeling
View moreInstrumented large scale subsurface liquid injection model for bioreactor landfills
View moreExperimental and Data Analysis Techniques Used for High Strain Rate Tests on Cohesionless Soil
View moreDesign and Construction of Three Instrumented Test Piles to Examine Time Dependent Pile Capacity Gain
View moreVibratory Plate Loading of Compacted and Instrumented Field Soil Beds
View moreTesting for Evaluation of Stress-Strain Behavior of Clays
View moreExperimental Bench for Study of Settling-Consolidation Soil Formation
View moreEffects of Strain Rate on Instability of Granular Soils
View moreDiscussion on "The Use of Hall Effect Semiconductors in Geotechnical Instrumentation" by C. R. I. Clayton, S. A. Khatrush, A. V. D. Bica, and A. Siddique
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