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Prashant, Amit - Department of Civil Engineering, Indian Institute of Technology Kanpur
Effect of Microfabric on Mechanical Behavior of Kaolin clay using Cubical True Triaxial Testing
8/24/2005 Prashant and Penumadu. IACMAG-2005 1 On Shear Strength Behavior of Clay with Sudden FailureOn Shear Strength Behavior of Clay with Sudden Failure
9/6/2006 Penumadu, Prashant. Geo-Congress 2006 1 Virtual Simulator for AdvancedVirtual Simulator for Advanced
11/7/2004 Prashant and Penumadu. Geo-Quebec 2004 1 INFLUENCE OF SPECIMEN SHAPE ANDINFLUENCE OF SPECIMEN SHAPE AND
A Laboratory Study of Normally Consolidated Kaolin Clay Amit Prashant and Dayakar Penumadu
A Virtual Triaxial Compression Test Simulator Dayakar Penumadu and Amit Prashant
Virtual Simulator for Advanced Geotechnical Laboratory Testing Dayakar Penumadu1
Canadian Geotechnical Conference Joint IAH-CNC/CGS Conference
9/7/2004 Prashant and Penumadu. EM-2004 1 EXPERIMENTAL ANALYSIS OF YIELDING AND
2/24/2006 Geo-sim: Test Simulator 1 GEO-SIM: A VIRTUAL LABORATORY TEST
Experimental Analysis of Yielding and Strain Localization of Moderately Overconsolidated Kaolin Clay
Influence of Specimen Shape and Test Boundary Conditions on the Stress-Strain Behaviour of Soil
On Shear Strength Behavior of Clay with Sudden Failure A. Prashant
Three-dimensional mechanical behavior of kaolin clay with controlled microfabric using true triaxial testing
Modeling the Effect of Overconsolidation on Shear behavior of Cohesive Soils Amit Prashant and Dayakar Penumadu
9/7/2004 Penumadu, Prashant, and Frost. EM-2004 1 A VIRTUAL TRIAXIAL COMPRESSION
Experimental and Analytical Aspects of Strain Localization for Cohesive Frictional Materials
SINGLE ELEMENT TEST PREDICTIONS FOR STRESS-STRAIN BEHAVIOR OF PANKI FLY-ASH
8/24/2005 1 Localization Analysis for OverconsolidatedLocalization Analysis for Overconsolidated
A single hardening elasto-plastic model for Kaolin clay with loading-history-dependent plastic potential function
Three-Dimensional Mechanical Behavior of Kaolin Clay Amit Prashant1
Calibration of Parameters for a Single Hardening Model Amit Prashant and Dayakar Penumadu
Automated Flexible-Boundary True Triaxial System for Cohesive Soils Dayakar Penumadu and Amit Prashant
PREDICTIONS FOR STRESS-STRAIN BEHAVIOR OF PANKI FLY-ASH USING MODIFIED CAM CLAY MODEL
Experimental and Analytical Aspects of Strain Localization for Cohesive Frictional Materials
On Shear Strength Behavior of Clay with Sudden Failure Response Amit Prashant and Dayakar Penumadu
Localization analysis for overconsolidated Kaolin clay behavior Amit Prashant, Dayakar Penumadu*
1 INRODUCTION A wide range of soils have shown highly non-linear
9/7/2004 Prashant and Penumadu. NUMOG-IX 1 Modeling the Effect of Overconsolidation
A VIRTUAL TRIAXIAL COMPRESSION TEST SIMULATOR Dayakar Penumadu1
EXPERIMENTAL ANALYSIS OF YIELDING AND STRAIN LOCALIZATION OF MODERATELY OVERCONSOLIDATED KAOLIN CLAY
Effect of Intermediate Principal Stress on Overconsolidated Kaolin Clay
1/20/2006 1 Experimental and Analytical Aspects of StrainExperimental and Analytical Aspects of Strain
