This paper describes a finite element study of the uplift behaviour plane strain pipe segment embedded in modified Cam clay soil. The primary aim this is to explore role rate effects on capacity and transition between drained undrained using coupled-consolidation analyses. velocities considered modelling cover six orders magnitude allowing rigorous assessment effect loading rate. embedment dept...

Abstract When specimens of different sands are produced using the same preparation method and sheared under conditions (consolidation stress, loading, etc.), while simultaneously keeping drainage closed, resulting tendencies these regarding PWP build-up will be different. This research paper presents a simplified cyclic shear test, which is used to evaluate accumulation in defined specimen proc...