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This document describes a study of a preloading system using partially penetrating vertical drains to consolidate marine soft clays in Egypt. A large-scale trial embankment was constructed and instrumented to monitor performance. Two-dimensional and three-dimensional finite element analyses were conducted and validated against field observations of vertical displacement and lateral soil deformation. The analyses showed good agreement with measured displacements of up to 215cm vertically at the embankment ce

Author

ahmed abohashem

Language

EN