1.0.1 For the purpose of enhancing supervision and management over engineering quality and unifying acceptance rules on construction quality of building foundations so as to ensure engineering quality, this Code is hereby made as follows.
1.0.2 This Code shall be applicable to the quality acceptance of foundations in building works
1.0.3 Requirements stipulated in any of the engineering technical documents and contracts that are adopted for foundation construction shall at least attain the stipulations set forth hereof.
1.0.4 This Code shall be used in cooperation with the Unified Standard for Quality Acceptance of Building Engineering GB 50300 that is currently in force and effective
1.0.5 Acceptance of the quality of building foundations shall, in addition to this Code, comply with other related national codes and standards that are currently in force and effective.
Contents
1 General Rules
2 Terms
3 Basic Regulations
4 Foundation
4.1 General Terms
4.2 Soil-lime Foundation
4.3 Sand-sandstone Foundation
4.4 Geosynthetics Foundation
4.5 Flyash Foundation
4.6 Dynamic Consolidation Foundation
4.7 Grouting Foundation
4.8 Preloading Foundation
4.9 Vibration Impact Foundation
4.10 Jet Grouting Foundation
4.11 Soil-cement Mixed Pile Foundation
4.12 Soil-lime Compacted Column Composite Foundation
4.13 Cement Flyash Gravel Pile Composite Foundation
4.14 Tamping Soil-cement Pile Composite Foundation
4.15 Sand Pile Foundation
5 Pile Foundation
5.1 General Terms
5.2 Static Force Pressing-in Piles
5.3 Pre-tensioned Pre-stressing Tube Pile
5.4 Precast Concrete Pile
5.5 Steel Pile
5.6 Cast-in-place Concrete Pile
6 Earthwork
6.1 General Terms
6.2 Excavation of Earthwork
6.3 Backfilling of Earth
7 Foundation Pit
7.1 General Terms
7.2 Row-pile Wall Timbering
7.3 Soil-cement Pile Wall Timbering
7.4 Bolting and Soil-nailed Wall Support
7.5 Steel or Concrete Support System
7.6 Underground Diaphragm Wall
7.7 Sunk Well and Caisson
7.8 Water Lowering and Drainage
8 Quality Acceptance of Divisional (Sub-divisional) Work
Schedule A Key Point for the Survey of Ground and Foundation
Schedule B Performance of Plastic Drainage Belts
Explanation for Usage of Words in the Standard
1.0.1 For the purpose of enhancing supervision and management over engineering quality and unifying acceptance rules on construction quality of building foundations so as to ensure engineering quality, this Code is hereby made as follows.
1.0.2 This Code shall be applicable to the quality acceptance of foundations in building works
1.0.3 Requirements stipulated in any of the engineering technical documents and contracts that are adopted for foundation construction shall at least attain the stipulations set forth hereof.
1.0.4 This Code shall be used in cooperation with the Unified Standard for Quality Acceptance of Building Engineering GB 50300 that is currently in force and effective
1.0.5 Acceptance of the quality of building foundations shall, in addition to this Code, comply with other related national codes and standards that are currently in force and effective.
Contents of GB 50202-2002
Contents
1 General Rules
2 Terms
3 Basic Regulations
4 Foundation
4.1 General Terms
4.2 Soil-lime Foundation
4.3 Sand-sandstone Foundation
4.4 Geosynthetics Foundation
4.5 Flyash Foundation
4.6 Dynamic Consolidation Foundation
4.7 Grouting Foundation
4.8 Preloading Foundation
4.9 Vibration Impact Foundation
4.10 Jet Grouting Foundation
4.11 Soil-cement Mixed Pile Foundation
4.12 Soil-lime Compacted Column Composite Foundation
4.13 Cement Flyash Gravel Pile Composite Foundation
4.14 Tamping Soil-cement Pile Composite Foundation
4.15 Sand Pile Foundation
5 Pile Foundation
5.1 General Terms
5.2 Static Force Pressing-in Piles
5.3 Pre-tensioned Pre-stressing Tube Pile
5.4 Precast Concrete Pile
5.5 Steel Pile
5.6 Cast-in-place Concrete Pile
6 Earthwork
6.1 General Terms
6.2 Excavation of Earthwork
6.3 Backfilling of Earth
7 Foundation Pit
7.1 General Terms
7.2 Row-pile Wall Timbering
7.3 Soil-cement Pile Wall Timbering
7.4 Bolting and Soil-nailed Wall Support
7.5 Steel or Concrete Support System
7.6 Underground Diaphragm Wall
7.7 Sunk Well and Caisson
7.8 Water Lowering and Drainage
8 Quality Acceptance of Divisional (Sub-divisional) Work
Schedule A Key Point for the Survey of Ground and Foundation
Schedule B Performance of Plastic Drainage Belts
Explanation for Usage of Words in the Standard
