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Publications by Raj P. Khera
Effect of Principal Consolidation Stress Difference on Undrained Shear Strength
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Related publications
Undrained Strength of Sand Undergoing Cyclic Rotation of Principal Stress Axes.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
Structural Engineering
Influence of the Number of Load Steps in K0 Consolidation on the Undrained Shear Strength.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
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Correlation of Undrained Shear Strength and CPT Resistance
Periodica Polytechnica: Civil Engineering
Civil
Geotechnical Engineering
Engineering Geology
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Effect of Initial Shear Stress Direction and Stress History on the Undrained Behaviour of Sands Under Triaxial Loading
Research of Undrained Shear Strength of Till Fine Soils (Moraine)
A Method for Correcting Undrained Shear Strength for Sample Disturbance.
Soils and Foundations
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Geotechnical Engineering
Engineering Geology
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Failure Probability Model Considering the Effect of Intermediate Principal Stress on Rock Strength
Mathematical Problems in Engineering
Mathematics
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Evaluation of Undrained Shear Strength Bf Soft Clay With Consideration of Sample Quality.
Soils and Foundations
Civil
Geotechnical Engineering
Engineering Geology
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Modeling of Microstructural Evolution to Simulate Undrained Shear Strength Variation of Kaolin Clay
Journal of applied mechanics
