Abstract: A simple one‐dimensional finite element procedure is used to analyze lateral piles in clayey soils. The analysis included a creep law for the soil based on a probabilistic model and allows for stress‐dependent creep. A ...

Abstract: A constitutive model using multiple yield surfaces is developed for analyzing foundation problems on anisotropic soils. The model parameters are obtained from simple triaxial test data and a close model prediction compared ...

Abstract: Cementation can exist in a sand naturally or it can be added artificially. In either case, it is known to increase the resistance of a sand to liquefaction, and can be a critical factor in engineering decisions about site ...