1.0.1 This standard id formulated to strengthen the constructional quality management of railway engineering, unify the constructional quality acceptance of railway subgrade engineering and guarantee the engineering quality.
1.0.2 This standard is applicable to the constructional quality acceptance of subgrade engineering for new and rebuild full-gauge railway on which the passenger and carriage trains run in the mixed mode at the speed of passenger train less than or equal to the design running speed. the supplemented standard shall be formulated for the constructional quality acceptance of subgrade engineering for other railway, and new technology, process, equipment and material not involved in this standard.
1.0.3 The construction organization, as the main body of constructional quality control, shall conduct the overall-process control on the constructional quality of engineering; the parties including development organization, supervision organization and survey & design organization shall progress the control on the engineering quality in construction phases in accordance with the relevant regulations.
1.0.4 The railway subgrade engineering construction shall comply with the requirement of the strategy "Sustainable Development of National Economy", deal well with the works environmental protection and soil conservation, and realize the rational utilization of resources and civilized and safe working.
1.0.5 The quality data gained in the inspection and test of the constructional quality of railway subgrade engineering shall be authentic and reliable, and fully reflect the condition of the engineering quality. the adopted methods and instruments & equipments shall meet the requirements of the relevant standards.
1.0.6 The constructional quality requirements in contractual document and engineering technical documents adopted in railway subgrade engineering construction must not be lower than the ones in this standard.
1.0.7 Besides the provisions of this standard, the constructional quality acceptance of railway subgrade engineering shall comply with the provisions of the related current national this standards.
1 General
2 Terms
3 Fundamental Rules
3.1 General Requirements
3.2 Division of Constructional Quality Acceptance of Engineering
3.3 Constructional Quality Acceptance of Engineering
3.4 Procedure and Organization of Constructional Quality Acceptance of Engineering
4 Subgrade Treatment
4.1 Leveling and Rolling of Original Ground
4.2 Replacement
4.3 Packing Up Sedimentation By Dumping Stones
4.4 High Pressure Jet-Grouting Pile
4.5 Slurry Jetting Mixing Pile
4.6 Dry Jet Mixing Pile
4.7 Sand Pile
4.8 Gravel Pile
4.9 Lime-soil Compaction Pile
4.10 Sand Bag Well
4.11 Plastic Drain Board
4.12 Geosynthetic Reinforced Cushion
4.13 Sand (Gravel) Cushion
4.14 Force Tamping
4.15 Heavy Tamping
4.16 Preloading by Vacuum
4.17 Preloading by Stacking
4.18 Capillary Water Intercepting Layer
4.19 Composite Geomembrane Intercepting Layer
4.20 Cave and Concave Treatment
5 Embankment under Subgrade Bed
5.1 General Embankment Filling
5.2 Slope of Embankment
5.3 Filling of Transitionary Section between Embankment And Abutment
5.4 Reinforced Soil Embankment Filling
5.5 Improved Soil Embankment Filling
5.6 Rockfill Embankment
5.7 Embankment Filling on Saline Subgrade
5.8 Embankment Filling on Soft Subsoil
5.9 Embankment Filling on Frozen Subsoil
5.10 Swelling Soil Embankment Filling
5.11 Loess Embankment Filling
5.12 Borrow Pit (Yard)
6 Subgrade Bed
6.1 Underlayer of Subgrade Bed
6.2 Surface Layer of Subgrade Bed
6.3 Subgrade Surface
7 Cut
7.1 Underlayer of Subgrade Bed Within Cutting
7.2 Surface Layer of Subgrade Bed Within Cutting
7.3 Cut Excavation
7.4 Swelling Rock (Soil) Cutting
7.5 Loess Cutting
7.6 Frozen Soil Cutting
7.7 Spoil Ground (Mound)
8 Gravity Retaining Wall
8.1 Open Cut of Foundation Pit
8.2 Foundation
8.3 Pile Foundation
8.4 Pile Foundation Cap
8.5 Open Caisson Foundation
8.6 Replacement Foundation
8.7 Retaining Wall Body and Back Filling
9 Short-landed Retaining Wall with Relieving Plate
9.1 Open Cut of Foundation Pit
9.2 Foundation
9.3 Retaining Wall Body and Back Filling
9.4 Short-landed Relieving Plate
10 Cantilever and Buttressed Retaining Wall
10.1 Open Cut of Foundation Pit
10.2 Wall Toe Plate and Wall Heel Plate
10.3 Wallboard and Buttressed Wall
11 Anchor bar retaining wall
11.1 Open cut of Foundation Pit
11.2 Foundation
11.3 Fabrication and Fixing of Anchor Bar
11.4 Bursal Rays and Wallboard
11.5 Classified Platform
12 Anchor-plate Retaining Wall
12.1 Open cut of Foundation Pit
12.2 Foundation
12.3 Bursal Rays and Wallboard
12.4 Drawbar and Anchor Plate
12.5 Wall Back Filling
12.6 Classified Platform
13 Reinforced Earth Retaining Wall
13.1 Open Cut of Foundation Pit
13.2 Foundation
13.3 Wallboard
13.4 Lashing Wire
13.5 Filling
13.6 Reinforced Concrete Coping Stone
14 Soil Nailing Wall
14.1 Soil Nail
14.2 Reinforcement Mat (Geonet)
14.3 Shotcrete Surface Layer
14.4 Open Cut of Foundation Pit
14.5 Concrete (masonry) Toe Wall
15 Anti-slide Pile
15.1 Pile Hole
15.2 Reinforcing Cage
15.3 Pile Body Concrete
15.4 Surface Drainage and Pile Top Sealing
16 Pile-board Retaining Wall
16.1 Pile Hole Excavation
16.2 Reinforcing Cage
16.3 Pile Body Concrete
16.4 Soil Shield
16.5 Wall Back Filling
17 Prestressed Tendons
17.1 Tendon Hole
17.2 Tendon Weaving
17.3 Grouting Anchorage
17.4 Tendon Tensioning
17.5 Locking and Grouting
17.6 Cushion Block and Concrete Seal
18 Subgrade Protections
18.1 Plant Protection
18.2 Geomat-and-geonet Slope Protection
18.3 Concrete-and-grouting Slope (Wall) Protection
18.4 Dry Stone Pitching
18.5 Shotcrete Support of Side Slope
18.6 Net Suspension and Shotcrete-anchorage Support of Side Slope
18.7 Rejoining, Grouting, Jointing and Patching of Side Slope
18.8 Roof Propping of Side Slope
18.9 Stone Blocking Wall, Stone Blocking Dike and Cushioning Filling Layer
18.10 Stone Blocking Net, Pile and Column
18.11 Sand Fixation and Blocking Facilities
18.12 Air Stopping
18.13 Snow Defense Facilities
18.14 Bank Protection
18.15 Training Dike
18.16 Baffling Dike
18.17 Water Retaining Bank
19 Subgrade Drainage
19.1 Surface Drain
19.2 Rush Gutter
19.3 Underground Drainage
19.4 Support Seepage Ditch
19.5 Leaching Well
19.6 Water Seepage and Discharge Tunnel
19.7 Riverbed Excavation
19.8 Riverbed Erosion Protection
20 Subgrade Ancillary Facilities
20.1 Handrail and Inspection Ladder
20.2 Isolated Fence
21 Evaluations on Appearance Quality of Unit Construction
21.1 General Provisions
21.2 Evaluation Criteria
Annex A Allowable Deviation of Subgrade Midline and Elevation
Annex B Compaction Standard of Subgrade Bed
Annex C Filling Compaction Standard of Road Embankment under Subgrade Bed
Annex D Allowable Eutectic Salt Content of Saline Foundation Soil and Filling
Annex E Quality and Inspection of Related Materials
E.1 General Provisions
E.2 Inspection of Raw Materials
E.3 Fine Aggregate
E.4 Coarse Aggregate
E.5 Water
E.6 Stones
Annex F Provisions on Random Inspection of Industrial Insulation Material (Hard Polyurethane and Polystyrene) Construction
Annex G Quantity and Evaluation of Strength Test for Improved Soil Specimen
Explanation of Wording in This Standard
Standard
TB 10414-2003 Standard for Constructional Quality Acceptance of Railway Subgrade Engineering (English Version)
Standard No.
TB 10414-2003
Status
superseded
Language
English
File Format
PDF
Word Count
62000 words
Price(USD)
550.0
Implemented on
2004-1-1
Delivery
via email in 1 business day
Detail of TB 10414-2003
Standard No.
TB 10414-2003
English Name
Standard for Constructional Quality Acceptance of Railway Subgrade Engineering
1.0.1 This standard id formulated to strengthen the constructional quality management of railway engineering, unify the constructional quality acceptance of railway subgrade engineering and guarantee the engineering quality.
1.0.2 This standard is applicable to the constructional quality acceptance of subgrade engineering for new and rebuild full-gauge railway on which the passenger and carriage trains run in the mixed mode at the speed of passenger train less than or equal to the design running speed. the supplemented standard shall be formulated for the constructional quality acceptance of subgrade engineering for other railway, and new technology, process, equipment and material not involved in this standard.
1.0.3 The construction organization, as the main body of constructional quality control, shall conduct the overall-process control on the constructional quality of engineering; the parties including development organization, supervision organization and survey & design organization shall progress the control on the engineering quality in construction phases in accordance with the relevant regulations.
1.0.4 The railway subgrade engineering construction shall comply with the requirement of the strategy "Sustainable Development of National Economy", deal well with the works environmental protection and soil conservation, and realize the rational utilization of resources and civilized and safe working.
1.0.5 The quality data gained in the inspection and test of the constructional quality of railway subgrade engineering shall be authentic and reliable, and fully reflect the condition of the engineering quality. the adopted methods and instruments & equipments shall meet the requirements of the relevant standards.
1.0.6 The constructional quality requirements in contractual document and engineering technical documents adopted in railway subgrade engineering construction must not be lower than the ones in this standard.
1.0.7 Besides the provisions of this standard, the constructional quality acceptance of railway subgrade engineering shall comply with the provisions of the related current national this standards.
Contents of TB 10414-2003
1 General
2 Terms
3 Fundamental Rules
3.1 General Requirements
3.2 Division of Constructional Quality Acceptance of Engineering
3.3 Constructional Quality Acceptance of Engineering
3.4 Procedure and Organization of Constructional Quality Acceptance of Engineering
4 Subgrade Treatment
4.1 Leveling and Rolling of Original Ground
4.2 Replacement
4.3 Packing Up Sedimentation By Dumping Stones
4.4 High Pressure Jet-Grouting Pile
4.5 Slurry Jetting Mixing Pile
4.6 Dry Jet Mixing Pile
4.7 Sand Pile
4.8 Gravel Pile
4.9 Lime-soil Compaction Pile
4.10 Sand Bag Well
4.11 Plastic Drain Board
4.12 Geosynthetic Reinforced Cushion
4.13 Sand (Gravel) Cushion
4.14 Force Tamping
4.15 Heavy Tamping
4.16 Preloading by Vacuum
4.17 Preloading by Stacking
4.18 Capillary Water Intercepting Layer
4.19 Composite Geomembrane Intercepting Layer
4.20 Cave and Concave Treatment
5 Embankment under Subgrade Bed
5.1 General Embankment Filling
5.2 Slope of Embankment
5.3 Filling of Transitionary Section between Embankment And Abutment
5.4 Reinforced Soil Embankment Filling
5.5 Improved Soil Embankment Filling
5.6 Rockfill Embankment
5.7 Embankment Filling on Saline Subgrade
5.8 Embankment Filling on Soft Subsoil
5.9 Embankment Filling on Frozen Subsoil
5.10 Swelling Soil Embankment Filling
5.11 Loess Embankment Filling
5.12 Borrow Pit (Yard)
6 Subgrade Bed
6.1 Underlayer of Subgrade Bed
6.2 Surface Layer of Subgrade Bed
6.3 Subgrade Surface
7 Cut
7.1 Underlayer of Subgrade Bed Within Cutting
7.2 Surface Layer of Subgrade Bed Within Cutting
7.3 Cut Excavation
7.4 Swelling Rock (Soil) Cutting
7.5 Loess Cutting
7.6 Frozen Soil Cutting
7.7 Spoil Ground (Mound)
8 Gravity Retaining Wall
8.1 Open Cut of Foundation Pit
8.2 Foundation
8.3 Pile Foundation
8.4 Pile Foundation Cap
8.5 Open Caisson Foundation
8.6 Replacement Foundation
8.7 Retaining Wall Body and Back Filling
9 Short-landed Retaining Wall with Relieving Plate
9.1 Open Cut of Foundation Pit
9.2 Foundation
9.3 Retaining Wall Body and Back Filling
9.4 Short-landed Relieving Plate
10 Cantilever and Buttressed Retaining Wall
10.1 Open Cut of Foundation Pit
10.2 Wall Toe Plate and Wall Heel Plate
10.3 Wallboard and Buttressed Wall
11 Anchor bar retaining wall
11.1 Open cut of Foundation Pit
11.2 Foundation
11.3 Fabrication and Fixing of Anchor Bar
11.4 Bursal Rays and Wallboard
11.5 Classified Platform
12 Anchor-plate Retaining Wall
12.1 Open cut of Foundation Pit
12.2 Foundation
12.3 Bursal Rays and Wallboard
12.4 Drawbar and Anchor Plate
12.5 Wall Back Filling
12.6 Classified Platform
13 Reinforced Earth Retaining Wall
13.1 Open Cut of Foundation Pit
13.2 Foundation
13.3 Wallboard
13.4 Lashing Wire
13.5 Filling
13.6 Reinforced Concrete Coping Stone
14 Soil Nailing Wall
14.1 Soil Nail
14.2 Reinforcement Mat (Geonet)
14.3 Shotcrete Surface Layer
14.4 Open Cut of Foundation Pit
14.5 Concrete (masonry) Toe Wall
15 Anti-slide Pile
15.1 Pile Hole
15.2 Reinforcing Cage
15.3 Pile Body Concrete
15.4 Surface Drainage and Pile Top Sealing
16 Pile-board Retaining Wall
16.1 Pile Hole Excavation
16.2 Reinforcing Cage
16.3 Pile Body Concrete
16.4 Soil Shield
16.5 Wall Back Filling
17 Prestressed Tendons
17.1 Tendon Hole
17.2 Tendon Weaving
17.3 Grouting Anchorage
17.4 Tendon Tensioning
17.5 Locking and Grouting
17.6 Cushion Block and Concrete Seal
18 Subgrade Protections
18.1 Plant Protection
18.2 Geomat-and-geonet Slope Protection
18.3 Concrete-and-grouting Slope (Wall) Protection
18.4 Dry Stone Pitching
18.5 Shotcrete Support of Side Slope
18.6 Net Suspension and Shotcrete-anchorage Support of Side Slope
18.7 Rejoining, Grouting, Jointing and Patching of Side Slope
18.8 Roof Propping of Side Slope
18.9 Stone Blocking Wall, Stone Blocking Dike and Cushioning Filling Layer
18.10 Stone Blocking Net, Pile and Column
18.11 Sand Fixation and Blocking Facilities
18.12 Air Stopping
18.13 Snow Defense Facilities
18.14 Bank Protection
18.15 Training Dike
18.16 Baffling Dike
18.17 Water Retaining Bank
19 Subgrade Drainage
19.1 Surface Drain
19.2 Rush Gutter
19.3 Underground Drainage
19.4 Support Seepage Ditch
19.5 Leaching Well
19.6 Water Seepage and Discharge Tunnel
19.7 Riverbed Excavation
19.8 Riverbed Erosion Protection
20 Subgrade Ancillary Facilities
20.1 Handrail and Inspection Ladder
20.2 Isolated Fence
21 Evaluations on Appearance Quality of Unit Construction
21.1 General Provisions
21.2 Evaluation Criteria
Annex A Allowable Deviation of Subgrade Midline and Elevation
Annex B Compaction Standard of Subgrade Bed
Annex C Filling Compaction Standard of Road Embankment under Subgrade Bed
Annex D Allowable Eutectic Salt Content of Saline Foundation Soil and Filling
Annex E Quality and Inspection of Related Materials
E.1 General Provisions
E.2 Inspection of Raw Materials
E.3 Fine Aggregate
E.4 Coarse Aggregate
E.5 Water
E.6 Stones
Annex F Provisions on Random Inspection of Industrial Insulation Material (Hard Polyurethane and Polystyrene) Construction
Annex G Quantity and Evaluation of Strength Test for Improved Soil Specimen
Explanation of Wording in This Standard