Existing methods proposed for estimating the earthquake-induced one-dimensional free-field settlement in saturated soil, focus on the post-liquefaction permanent volumetric strain. These methods rely on undrained cyclic laboratory tests that subject the sandy samples to uniform …
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This thesis presents results of centrifuge model tests and three-dimensional large deformation finite element (LDFE) analysis on axial pipe-soil sliding behaviour of partially embedded subsea pipelines. 3D re-meshing and interpolation technique with small strain (RITSS) approach…