Al-Tabbaa, A and Wood, DM (1989) An experimentally based "bubble' model for clay. Numerical models in geomechanics. NUMOG III. pp. 91-99.Full text not available from this repository.
In order to extend the Cam clay model an inner kinematically hardening bubble is added in order to match experimentally observed hysteretic response. The new model is found to be quite successful in reproducing patterns of response observed in slow cyclic oedometer and triaxial tests. -from Authors
|Divisions:||Div D > Geotechnical and Environmental|
|Depositing User:||Cron Job|
|Date Deposited:||02 Sep 2016 17:04|
|Last Modified:||08 Dec 2016 02:15|