Abstract
Bounding surface type plasticity models used to predict the behavior of soils under monotonic and cyclic loading conditions are characterized by complex pressure sensitive criterion, dependence of yield criterion on the third stress invariant, softening/hardening response, nonlinear elasticity. Here the development of efficient procedures to treat these various complexities through the use of algorithms based on implicit schemes for the integration of stresses and plastic variables and consistent tangent moduli will be addressed.
Original language | English (US) |
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Pages | 140-143 |
Number of pages | 4 |
State | Published - 1996 |
Externally published | Yes |
Event | Proceedings of the 1996 11th Conference on Engineering Mechanics. Part 1 (of 2) - Fort Lauderdale, FL, USA Duration: May 19 1996 → May 22 1996 |
Other
Other | Proceedings of the 1996 11th Conference on Engineering Mechanics. Part 1 (of 2) |
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City | Fort Lauderdale, FL, USA |
Period | 5/19/96 → 5/22/96 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture