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Publications by T. Kazerani
A Discrete Element Model for Predicting Shear Strength and Degradation of Rock Joint by Using Compressive and Tensile Test Data
Rock Mechanics and Rock Engineering
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Geology
Related publications
Simulation Analysis for Shear Behavior Mechanism of Rock Joint Using Distinct Element Method
Zairyo/Journal of the Society of Materials Science, Japan
Mechanics of Materials
Materials Science
Condensed Matter Physics
Mechanical Engineering
Corrigendum: Model for Predicting Tensile Strength of Unsaturated Cohesionless Soils
Canadian Geotechnical Journal
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Discrete Element Analysis of Indirect Tensile Fatigue Test of Asphalt Mixture
Applied Sciences (Switzerland)
Instrumentation
Materials Science
Fluid Flow
Engineering
Computer Science Applications
Process Chemistry
Transfer Processes
Technology
Shear Strength Model for Overconsolidated Clay-Infilled Idealised Rock Joints
Geotechnique
Earth
Planetary Sciences
Engineering Geology
Geotechnical Engineering
Finite Element Model and Test Results for Punching Shear Failure of RC Slabs
Archives of Civil and Mechanical Engineering
Civil
Mechanical Engineering
Structural Engineering
A Method for Testing Shear Strength of Brazed Joint
Yosetsu Gakkai Shi/Journal of the Japan Welding Society
Mechanics of Materials
Surfaces
Alloys
Mechanical Engineering
Metals
Films
Coatings
Strength and Deformability of Splices in Tensile Test
Journal of Structural and Construction Engineering
Building
Construction
Architecture
Prediction of Strength of Stepped-Lap Bonded Joint With Adhesive Resin Under Tensile Shear Load.
Transactions of the Japan Society of Mechanical Engineers Series A
Monte-Carlo Simulation Model for Predicting the Tensile Strength Distribution of Cross Laminated Timber
Zairyo/Journal of the Society of Materials Science, Japan
Mechanics of Materials
Materials Science
Condensed Matter Physics
Mechanical Engineering
