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Influence of Strain Rate on Undrained Shear Characteristics of K0-Consolidated Cohesive Soils

Akio Nakase, Takeshi KAMEI

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Key concepts: Geotechnical engineering, Consolidation (business), Strain rate, Plasticity, Pore water pressure, Soil water, Stress path, Materials science

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Influence of Strain Rate on Undrained Shear Characteristics of K0-Consolidated Cohesive Soils — Research Paper | ScholarLens