As a guest user you are not logged in or recognized by your IP address. You have
access to the Front Matter, Abstracts, Author Index, Subject Index and the full
text of Open Access publications.
The unified generalized plasticity sand model proposed by Ling and Yang (2006) predicted very well the behavior of sand at different initial densities and confining pressures with only one set of parameters. It was calibrated against limited stress paths in (p, q) plane, primarily for triaxial compression tests. In order to make the model more relevant for boundary value problem analysis, the framework of this model is extended and calibrated for the general stress conditions. This study extended the based model framework and compared the simulations with a series of drained true triaxial test results of Fuji River sand under different stress paths in octahedral plane.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.
This website uses cookies
We use cookies to provide you with the best possible experience. They also allow us to analyze user behavior in order to constantly improve the website for you. Info about the privacy policy of IOS Press.