The bounding surface model for cohesive soils has been progressively improved and expanded over the last 30 years. The generalized bounding surface model (GBSM) has been developed to continue improving the predictive capabilities of the model. The GBSM for cohesive soils is a fully three-dimensional, time-dependent model that accounts for both inherent and stress induced anisotropy employing a non-associative flow rule. This paper evaluates the performance of the GBSM in the simulation of two different cohesive soil subjected to monotonic loading. These simulations illustrate the flexibility of the GBSM.