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This webinar discusses interpreting soil parameters from cone penetration tests (CPTs) in fine-grained soils. It covers basic CPT parameters like sleeve friction and tip resistance. It describes how CPT data can be used to determine initial state parameters, strength parameters, deformation characteristics, and flow characteristics in fine-grained soils. It also discusses soil behavior type classification and the factors that affect CPT interpretation like geology, stress history, and sample quality. Finall

Author
Cristian Villa Siordia
Language
EN

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