TB 10414: Evolution and historical versions
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| TB 10414-2018 | English | RFQ |
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(Railway Subgrade Engineering Construction Quality Acceptance Standard (with attached text))
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TB 10414-2018
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| TB 10414-2003 | English | 560 |
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Standard for constructional quality acceptance of railway subgrade engineering
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TB 10414-2003
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| TB 10414-1998 | English | RFQ |
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Standard for quality inspection and assessment of railway subgrade engineering
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TB 10414-1998
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PDF similar to TB 10414-2018
Basic data | Standard ID | TB 10414-2018 (TB10414-2018) | | Description (Translated English) | (Railway Subgrade Engineering Construction Quality Acceptance Standard (with attached text)) | | Sector / Industry | Railway & Train Industry Standard | | Classification of Chinese Standard | P65 | | Word Count Estimation | 271,270 | | Date of Issue | 2018-11-12 | | Date of Implementation | 2019-02-01 | | Older Standard (superseded by this standard) | TB 10414-2003 | | Regulation (derived from) | National Railways Regulations (2018) No. 91 | | Issuing agency(ies) | National Railway Administration | UDC
TB
Professional Standard of the People's Republic of China
P TB 10414-2003
J 285-2004
Standard for Constructional Quality Acceptance of
Railway Subgrade Engineering
Issued on December 16 2003 Implemented on January 1, 2004
Issued on the Ministry of Railways of the People's Republic of China
Professional Standard of the People's Republic of China
Standard for Constructional Quality Acceptance Of
Railway Subgrade Engineering
J285-2004
Development Organization. China Railway No.2 Engineering Group
Co., Ltd.
Approval Department. The Ministry of Railways of the People's
Republic of China
Implementation Date. January 1, 2004
Beijing, 2004
Announcement on Issuing 11 Railway Construction Standards
Including "Standard for Constructional Quality Acceptance of
Railway Concrete and Masonry Engineering"
Tie Jian She [2003] No.127
The railway construction standards, "Standard for constructional quality acceptance of
railway concrete and masonry engineering" (TB 10424-2003), "Standard for constructional
quality acceptance of railway track engineering" (TB 10413-2003), "Standard for
constructional quality acceptance of railway subgrade engineering" (TB 10414-2003),
"Standard for constructional quality acceptance of railway bridge and culvert engineering"
(TB 10415-2003), "Standard for constructional quality acceptance of railway tunnel
engineering" (TB 10417-2003), "Standard for constructional quality acceptance of railway
transportation communication engineering" (TB 10418-2003), "Standard for constructional
quality acceptance of railway signal engineering" (TB 10419-2003), "Standard for
constructional quality acceptance of railway electric power engineering" (TB 10420-2003),
"Standard for constructional quality acceptance of railway electric traction feeding
engineering" (TB 10421-2003), "Standard for constructional quality acceptance of railway
water supply and sewerage engineering" (TB 10422-2003) and Standard for constructional
quality acceptance of railway station and yard engineering (TB 10423-2003), are issued upon
the examination, and they shall be implemented from January 1, 2004. The former standards
here shall be abolished simultaneously. "Standard for Quality Inspection and Assessment of
Railway Track Engineering" (TB 10413-98), "Standard for Quality Inspection and
Assessment of Railway Subgrade Engineering" (TB 10414-98), "Standard for Quality
inspection and Assessment of Railway Bridge and Culvert Engineering" (TB 10415-98),
"Standard for Quality Inspection and Assessment of Railway Tunnel Engineering" (TB
10417-98), "Standard for Quality Inspection and Assessment of Railway Communication
Engineering" (TB 10418-2000), "Standard for Quality Inspection and Assessment of Railway
Signal Engineering" (TB 10419-2000),"Standard for Quality Inspection and Assessment of
Railway Electric Power Engineering" (TB 10420 - 2000), "Standard for Quality Inspection
and Assessment of Railway Electric Traction Feeding Engineering" (TB 10421-2000),
"Standard for Quality Inspection and Assessment of Railway Water Supply and Sewerage
Engineering" (TB 10422-98) and "Standard for Quality Inspection and Assessment of
Railway Station and Yard Engineering" TB 10423-98.
The Construction Management Division of the Ministry of Railways of PRC is charge of
the interpretation of this standard, and China Railway Publishing House and the Railway
Construction Technical Standard Station are in charge of the publication hereof.
The Ministry of Railways of the People's Republic of China
December 16, 2003
ForewordOn the base of "Standard for Quality Inspection and Assessment of Railway Subgrade
Engineering" (TB 10414-98), this is revised in accordance with the requirements of
"announcement on printing and distributing 2001 scheduling on railway construction codes,
ration and standard designs" (Tie Jian She Han [2001] No.72).
In the development procedure of this standard, the drafting group strictly follows the
guiding ideology "status regulating, teat and evaluation separating, content enriching,
procedure running strictly, test strengthening and responsibility definite", carries out deeply
investigation and study, sums up the practical experiences in constructional quality control of
railway subgrade engineering in China, and widely solicit the advice from the parties
concerned. In this standard, the drafting group proposes construction requirements, quality
control measures, acceptance methods, acceptance procedure and quality criteria, addresses
the responsibilities of all construction parties in constructional quality control and strictly
specifies the procedure and methods of site acceptance and constructional quality test of
materials. the new standard shows great scientificity and operability, and highlights the
control of the acceptance standard on the constructional quality of railway subgrade
engineering.
This standard shall be applied in combination with "Standard for constructional quality
acceptance of railway concrete and masonry engineering" (TB 10424-2003).
This standard consists of 7 annexes and 21 chapters including general provisions, terms,
general provisions, subgrade treatment, road embankment under subgrade bed, subgrade bed,
cutting, gravity retaining wall, short-landed retaining wall with relieving plate, cantilever and
buttressed retaining wall, anchor bar retaining wall, anchor plate retaining wall, reinforced
earth retaining wall, soil nailing wall, anti-slide pile, pile-board retaining wall, prestressed
tendon, subgrade shielding, subgrade drainage, appurtenant works of subgrade, evaluation on
appearance quality of unit subgrade construction.
The revision hereof involves.
1. Revise the application scope of the standard, and raise the design running speed of
passenger train from 140km/h to 160km/h.
2. Improve the method, procedure and quality criteria of constructional quality acceptance
of engineering, and cancel grade estimation.
3. Supplement and improve the content and method of subgrade treatment acceptance.
4. Stress the content and method of constructional quality acceptance of underlayer and
surface layer of subgrade bed, conducted through double indices control, and make the
requirements in the cutting constructional quality control.
5. Increase inspection method and content of transitionary section between embankment
and abutment.
6. Add the acceptance content of borrow pit and spoil ground (mound).
7. Do coordination between the inspection content of subgrade supporting / blocking and
the provisions in the current standard "Code for design on retaining engineering structures of
railway subgrade" (TB 10025) and supplement the related acceptance content.
The provision printed in bold type are compulsory ones and must be enforced strictly.
All relevant organizations are kindly requested to sum up and accumulate your
experiences in actual practices during the process of implementing this standard. The relevant
opinions and advice, whenever necessary, can be posted or passed on to Provision Revision
Office of China Railway No.2 Engineering Group Co., Ltd. (No.16, Tongjin Road, Chengdu,
Sichun 610032, Sichuan, China), and copied to the Railway Construction Technical Standard
Station (No.A8, Yangfangdian Road, Haidian District, Beijing 100038, China).
The Construction Management Division of the Ministry of Railways of PRC is charge of
the interpretation of this standard.
Chief Development Organization. China Railway No.2 Engineering Group Co., Ltd.
Chief drafting staffs. Hu Jian, Wan Weiming, Lin Yuan, Peng Jingshu, Li Shukun, Han
Xuezeng
Contents
1 General ... 1
2 Terms ... 1
3 Fundamental Rules ... 3
3.1 General Requirements ... 3
3.2 Division of Constructional Quality Acceptance of Engineering ... 5
3.3 Constructional Quality Acceptance of Engineering ... 13
3.4 Procedure and Organization of Constructional Quality Acceptance of Engineering ... 14
4 Subgrade Treatment ... 22
4.1 Leveling and Rolling of Original Ground ... 22
4.2 Replacement ... 23
4.3 Packing Up Sedimentation By Dumping Stones ... 24
4.4 High Pressure Jet-Grouting Pile ... 25
4.5 Slurry Jetting Mixing Pile ... 26
4.6 Dry Jet Mixing Pile ... 28
4.7 Sand Pile ... 29
4.8 Gravel Pile ... 30
4.9 Lime-soil Compaction Pile ... 31
4.10 Sand Bag Well ... 33
4.11 Plastic Drain Board ... 34
4.12 Geosynthetic Reinforced Cushion ... 35
4.13 Sand (Gravel) Cushion ... 36
4.14 Force Tamping ... 37
4.15 Heavy Tamping ... 39
4.16 Preloading by Vacuum ... 39
4.17 Preloading by Stacking ... 41
4.18 Capillary Water Intercepting Layer ... 41
4.19 Composite Geomembrane Intercepting Layer ... 42
4.20 Cave and Concave Treatment ... 44
5 Embankment under Subgrade Bed ... 46
5.1 General Embankment Filling ... 46
5.2 Slope of Embankment ... 50
5.3 Filling of Transitionary Section between Embankment And Abutment ... 50
5.4 Reinforced Soil Embankment Filling ... 52
5.5 Improved Soil Embankment Filling ... 53
5.6 Rockfill Embankment ... 55
5.7 Embankment Filling on Saline Subgrade ... 56
5.8 Embankment Filling on Soft Subsoil ... 57
5.9 Embankment Filling on Frozen Subsoil ... 59
5.10 Swelling Soil Embankment Filling ... 61
5.11 Loess Embankment Filling ... 62
5.12 Borrow Pit (Yard) ... 63
6 Subgrade Bed ... 63
6.1 Underlayer of Subgrade Bed ... 63
6.2 Surface Layer of Subgrade Bed ... 65
6.3 Subgrade Surface ... 67
7 Cut ... 68
7.1 Underlayer of Subgrade Bed Within Cutting ... 68
7.2 Surface Layer of Subgrade Bed Within Cutting ... 69
7.3 Cut Excavation ... 70
7.4 Swelling Rock (Soil) Cutting ... 72
7.5 Loess Cutting ... 72
7.6 Frozen Soil Cutting ... 73
7.7 Spoil Ground (Mound) ... 75
8 Gravity Retaining Wall ... 76
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