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Seismic displacement prediction of retaining walls upon deep excavations in Hanoi
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This paper predicts the displacement of the diaphragm walls in deep excavations of Hk = 12m in Hanoi accounting for seismic loading. The walls are stably sustained using soil nail systems, struts, and top-down method. A finite element analysis software, PLAXIS 2D, is utilized to model the systems. | Seismic displacement prediction of retaining walls upon deep excavations in Hanoi