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| Procedure number | Procedure instructions |
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| 1 | Initial stress state: displacement clearing |
| 2 | Construction of the shield tunnel, isolation piles, and diaphragm wall and displacement clearing |
| 3 | Soil excavation to −2.0 m depth |
| 4 | Construction of the first-layer anchor cable |
| 5 | Soil excavation to −4.0 m depth |
| 6 | Soil excavation to −6.0 m depth |
| 7 | Construction of the second-layer anchor cable |
| 8 | Soil excavation to −8.0 m depth |
| 9 | Soil excavation to −10.0 m depth |
| 10 | Construction of the third-layer anchor cable |
| 11 | Soil excavation to −12.0 m depth |
| 12 | Soil excavation to −14.0 m depth |
| 13 | Soil excavation to −15.0 m depth |
| 14 | Construction of basements of −4 and −3 stories |
| 15 | Construction of basements of −2 and −1 stories |
| 16 | Loading of the weights for the first and second stories |
| 17 | Loading of the weights for the third and fourth stories |
| 18 | Loading of the weights for the fifth and sixth stories |
| 19 | Loading of the weights for the seventh and eighth stories |
| 20 | Loading of the weights for the ninth and tenth stories |
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