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- W2377048266 abstract "The analysis of a complicated deep excavation supported by substructures was presented.The plane strain FEM was adopted to model the excavation procedure by using an advanced soil model(hardening soil model).The results show that this method gives good prediction of both the deformation of the soil retaining structures and the settlement of the soils behind the wall.Effect on the adjacent metro caused by the excavation was also analyzed.It shows that the adjacent metro structures are under good protection due to the huge stiffness of the substructures used as struts during the excavation.3D FEM considering the interaction between beams and slabs was adopted to calculate the deformation and internal forces in the first level strut system whose components were located at different elevations.Deformation and internal forces of the second level strut system were analyzed by applying a tangent spring boundary to the model.The calculated results were used as guidance to the design of the supporting system." @default.
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- W2377048266 date "2006-01-01" @default.
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- W2377048266 title "Analysis of a complicated deep excavations supported by substructures" @default.
- W2377048266 hasPublicationYear "2006" @default.
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