Interpretation of cone pressuremeter tests to estimate the strain dependent stiffness and strength of sensitive lacustrine clay - Login required - Scipedia

7th International Conference on Geotechnical and Geophysical Site Characterization (ISC 24)

J. Schorr*, R. Cudmani, S. Vogt

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Published on 10/06/24
Submitted on 10/06/24

Volume Numerical modelling of in-situ tests, 2024
DOI: 10.23967/isc.2024.220
Licence: CC BY-NC-SA license

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Keywords

Anisotropy • Cone penetration test (CPT) • Engineering characterization • Engineering Geology • In-situ testing • Lacustrine soil • Numerical analysis • Pressuremeter • Pressuremeter tests • Sensitive soils • Stiffness • Stress-strain non-linearity • Structured soils •

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