TY - JFULL AU - Arezoo Sadrinezhad and Kallol Sett and S. I. Hariharan PY - 2016/5/ TI - Probabilistic Simulation of Triaxial Undrained Cyclic Behavior of Soils T2 - International Journal of Geological and Environmental Engineering SP - 466 EP - 473 VL - 10 SN - 1307-6892 UR - https://publications.waset.org/pdf/10004267 PU - World Academy of Science, Engineering and Technology NX - Open Science Index 112, 2016 N2 - In this paper, a probabilistic framework based on Fokker-Planck-Kolmogorov (FPK) approach has been applied to simulate triaxial cyclic constitutive behavior of uncertain soils. The framework builds upon previous work of the writers, and it has been extended for cyclic probabilistic simulation of triaxial undrained behavior of soils. von Mises elastic-perfectly plastic material model is considered. It is shown that by using probabilistic framework, some of the most important aspects of soil behavior under cyclic loading can be captured even with a simple elastic-perfectly plastic constitutive model. ER -