@misc{ReyesGrandasTaveraLizcano, author = {Reyes, D.K. and Grandas Tavera, Carlos Eduardo and Lizcano, A.}, title = {Numerical Modeling of wave propagation in Bogota soft soils}, series = {Soil Stress-Strain Behavior: Measurement, Modeling and Analysis}, journal = {Soil Stress-Strain Behavior: Measurement, Modeling and Analysis}, isbn = {978-1-4020-6145-5}, doi = {10.1007/978-1-4020-6146-2_57}, pages = {779 -- 789}, abstract = {Visco-hypoplastic constitutive models reproduce properly the non-linear soil dynamic behavior, carrying effective stress analysis out. That is, viscohypoplastic models can simulate pore pressure build up, stiffness degradation, permanent deformation, non-linear viscous effects (time and rate dependence) and some non-linear effects observed in the wave propagation in undrained soft soils. In this work dynamic equations are derived and analyzed using this model. The results of numerical simulations of shear wave propagation in Bogot{\`a} soft soils as well as the influence of initial and boundary conditions are presented.}, language = {en} }