Research Article
Research on the Settlement Regulation and Stability of Large Building Foundation over Gobs: A Case Study in the Xiangcheng Coal Mine, China
Table 3
Maximum settlement and deformation of the foundation below the office building.
| | Classification | Maximum values | | Settlement (mm) | Tilt (mm/m) | Curvature (10−3/m) | Horizontal deformation (mm/m) |
| | Compression settlement of soil | 359 | 14 | — | — | | Residual settlement of gobs | 196 | 1.45 | 0.06 | 1.44 | | Vector overlay | 555 | 14.9 | 0.06 | 1.44 |
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