Table 3 Description of evaluation results by monitoring type.
Monitoring type | Area | ||
|---|---|---|---|
I | II | III | |
Sedimentation (mm) | 2.64 ± 1.26d | 1.91 ± 1.50d | 1.77 ± 1.44c |
Fissure (mm) | 0.32 ± 0.10d | 0.32 ± 0.11d | 0.35 ± 0.11c |
Horizontal Displacement (mm) | − 33.31 ± 2.93f | − 33.21 ± 2.95f | − 33.19 ± 2.99e |
Tilt (mm) | 0.63 ± 0.17d | 0.62 ± 0.17d | 0.62 ± 0.18c |
Seepage (L/min) | 1.01 ± 0.72d | 0.96 ± 0.70d | 1.02 ± 0.72c |
Stress (MPa) | 29.23 ± 8.80b | 28.44 ± 8.61b | 27.56 ± 9.52b |
Loading (KN) | 1415.43 ± 4.24a | 1417.68 ± 7.27a | 1416.31 ± 3.58a |
Soil-displacement (mm) | − 28.68 ± 0.69e | − 28.67 ± 0.67e | − 28.73 ± 0.63d |
Water-level (m) | 25.1 ± 0.29c | 25.05 ± 0.35c | 25.05 ± 0.38b |