Research Article
Large-Scale Construction Waste Mountain-Mounding Technology Based on the Project in Meibei Lake Scenic Area
Table 13
Summary of stability calculations for each profile.
| | Profile | Normal working condition | Seismic conditions | | Bishop | Sweden | Bishop | Sweden | | Left | Right | Left | Right | Left | Right | Left | Right |
| | 1-1 | 1.598 | 1.929 | 1.470 | 1.768 | 1.279 | 1.474 | 1.170 | 1.340 | | 2-2 | 2.565 | 2.697 | 2.274 | 2.363 | 1.822 | 1.991 | 1.643 | 1.752 | | 3-3 | 2.737 | 1.740 | 2.506 | 1.624 | 1.750 | 1.405 | 1.650 | 1.299 | | 4-4 | 2.077 | 2.039 | 1.892 | 1.818 | 1.647 | 1.609 | 1.516 | 1.430 | | 5-5 | 2.321 | 1.893 | 2.116 | 1.748 | 1.809 | 1.473 | 1.674 | 1.355 | | 6-6 | 1.953 | 2.593 | 1.778 | 2.349 | 1.469 | 1.724 | 1.333 | 1.578 | | 7-7 | 1.638 | 1.736 | 1.492 | 1.591 | 1.268 | 1.337 | 1.177 | 1.217 | | 8-8 | 1.637 | 1.779 | 1.463 | 1.634 | 1.281 | 1.369 | 1.167 | 1.252 |
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