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This contribution describes numerical modelling of a deep excavation in Koper, Slovenia. The 13 m deep excavation, supported by a propped diaphragm wall, is located in Trieste bay in homogeneous deposit of marine sediments of silty clay. The excavation is located within a developed urban environment, reliable control of displacements induced by the excavation is thus required. The paper demonstrates merits of the use of advanced hypoplastic material model for soil when compared with standard Mohr-Coulomb simluations.
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