Using the Cam clay model spreadsheet and model parameters obtained in Problem 2.7, predict the consolidated drained triaxial behavior of a loose Sacramento River sand specimen subjected to a confining...

Using the Cam clay model spreadsheet and model parameters obtained in Problem 2.7, predict the consolidated drained triaxial behavior of a loose Sacramento River sand specimen subjected to a confining pressure of 2 kg/cm2.

Problem 2.7

From the results of the consolidated drained triaxial tests and the isotropic compression test on loose Sacramento River sand shown in Figures 2.45 and 2.46, respectively, estimate the Cam clay model parameters.

Figures 2.45 and 2.46