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Three dimensional numerical modeling of land subsidence in Shanghai

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Figure

Figure 1. Location of the Shanghai City and the center area ad-dressed in the presentmodelling study.
Figure 2. Schematic stratigraphic section in Shanghai (after Ye et al., 2011).
Table 1. Hydro-geo-mechanical Parameters Used in the Final Simulation of the 3-D Groundwater Flow and Geomechanical Models.
Figure 6. Simulated and measured vertical deformation (negative values mean compaction) for two depth intervals at the F10 extensometer.(a) 165–294 m depth range; (b) 26–78 m depth range.

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