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Effect of Principal Consolidation Stress Difference on Undrained Shear Strength

Raj P. Khera, Raymond J. Krizek

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Key concepts: Consolidation (business), Geotechnical engineering, Effective stress, Pore water pressure, Principal stress, Isotropy, Materials science, Anisotropy

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Effect of Principal Consolidation Stress Difference on Undrained Shear Strength — Research Paper | ScholarLens