Determination of non-linear elasticity parameters from innovative pressuremeter tests. Strain transformed approach for hyperbolic undrained behaviour.




Determination of non-linear elasticity parameters from innovative pressuremeter tests. Strain transformed approach for hyperbolic undrained behaviour.


Alexandre Lopes dos Santos; Alain Puech; Jean-Claude Dupla; Jean Canou


20th International Conference on Soil Mechanics and Geotechnical Engineering (Sydney)



TC102



Pressuremeter, Soil Behavior Modeling