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3D Model general configuration during the last phase

3D Model general configuration during the last phase

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Figure 1: Location of the excavation shaft (VISS, 2014).
Figure 2: Plan of the excavation shaft with the studied SPW marked as a...
Figure 3: Schematic figure of the geometry of the excavation shaft...
Figure 4: Soil strata and evaluated soil parameters for the analysed...
+1 Figure 6: 3D Model general configuration during the last phase
COMPARATIVE STUDY BETWEEN 2D AND 3D ANALYSIS FOR DEEP EXCAVATION CASE HISTORY
Conference Paper
Full-text available
  • Mar 2019
The design of deep excavation problems is considered a huge challenge for the designers. Both 2D and 3D modelling are usually considered in the analysis and design. The results of the straining actions including bending moments, shear forces and normal forces as well as forces in lateral supports may differ in case of 2D and 3D analysis. The wall d...
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