Revision dimensions | 2009 version | 2020 version | Technical significance |
---|---|---|---|
Structural system | Separation of specifications and detailed rules | Integration of two specifications + monitoring specifications | Unified construction control standards and process requirements |
Mechanized construction | Not emphasized | Added a special section on mechanical excavation | Promote the transformation and upgrading of construction methods |
Measurement technology | Traditional measurement methods | Add non-contact measurement | Improve monitoring efficiency and safety |
Chapter 3 of the specification clearly requires the establishment of a closed-loop management mechanism of geological forecast → construction adjustment → measurement feedback, with special emphasis on:
Article 16.3 of the specification proposes a four-step treatment method of exploration-guidance-blocking-circumvention:
According to Article 3.0.3, the following configuration is recommended:
Process | Control index | Specification clause |
---|---|---|
Sprayed concrete | Thickness ≥ design value, strength ≥25MPa | 9.2/9.10 |
Waterproof layer | Joint strength ≥80% of parent material | 11.4 |
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