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JTG F10-2006

Chinese Standard: 'JTG F10-2006'
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JTG F10-2006English345 Add to Cart 0--15 minutes. Auto immediate delivery. Technical Specification for Construction of Highway Subgrades [Quasi-Official / Academic version - scanned PDF, translated by Standard Committee / Research Institute in China] Valid JTG F10-2006
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Detail Information of JTG F10-2006; JTGF10-2006
Description (Translated English): Technical Specification for Construction of Highway Subgrades
Sector / Industry: Highway & Transportation Industry Standard
Classification of Chinese Standard: P66
Classification of International Standard: 93.080
Word Count Estimation: 164,151
Date of Issue: 2006-08-31
Date of Implementation: 2007-01-01
Older Standard (superseded by this standard): JTJ 015-1991; JTJ 016-1993; JTJ 017-1996; JTJ 033-1995; JTJ 035-1991
Drafting Organization: CCCC First Highway Engineering Bureau Co., Ltd.
Administrative Organization: Ministry of Transportation
Regulation (derived from): Ministry of Transportation Notice 2006 No. 35; Ministry of Transport Notice No. 70 of 2011
Summary: This standard applies to all levels of road new construction and renovation (expanded) construction roadbed construction.

JT'G
PROFESSIONAL STANDARD
OF THE PEOPLE'S REPUBLIC OF CHINA
JTG Fl0-2006
Technical Specification for Construction of
·Highway Subgrades
ISSUED ON. MAY 30, 2006
IMPLEMENTED ON. JANUARY 1, 2007
Issued by Ministry of Communications of the Peopl~'s Republic of China
Announcement issued by the Ministry of Communications of
the people's Republic of China
[2006] No. 35
Announcement on issuing "Technical Specification for Construction of
Highway Subgrades" (JTG Fl0-2006)
"Technical Specification for Construction of Highway Subgrades" (JTG Fl 0- 2006) is
now issued and will be implemented since January 1, 2007, the original "Technical
Specification for Construction of Highway Subgrades" (JTJ 033 - 95), "Technical Specifications
for Design and Construction of Highway Embankment on Soft Ground" (JTJ 017 - 96),
"Technical Specifications for Design and Construction for Fly Ash Embankment" (JTJ 016 -
93 ), "Specifications for Design of Highway Reinforced Emth Engineering" (JTJ 015-91) and
"Technical Specifications for Construction of Highway Reinforced Earth Engineering" (JTJ
03 5-91) shall be abolished simultaneously.
Ministry of Communications is in charge of the administration and the explanation of
th is Specification, while the chief development organization CCCC First Highway Engineering
Co., Ltd. is responsible for the explanation of specific technical contents and supervisory
work. All relevant organization is kindly request to sum up and accumulate your experiences
in actual practices during the process of implementing this Specification. The relevant
opinions and advice, when necessary, can be posted or passed on to CCCC First Highway
Engineering Co., Ltd. (address . Zhoujiajing, Guanzhuang, Chaoyang District, Beijing City,
10024, China, Tel . +86-10-65761831) for fmiher reference.
Notice is hereby given.
Ministry of Communications of the People's Republic of China (signature)
Key words. highway specification; issuance; announcement
General Office of the Ministry of Communications
Printed and distributed on September 5, 2006
August 31, 2006
Foreword
"Technical Specification for Construction of Highway Subgrades" (hereafter referred to
as simply "this Specification") is modified according to the requirements of Jiao Gong Lu Fa
[2003] No. 297 issued by the Ministry of Communications-"Notice on Printing the
Development and Revision Plan of National Engineering Construction Standards in 2003".
Based on the broad investigation and featured argumentation, this Specification
comprehensively summed up the construction experience of highway subgrades in recent
years, absorbed mature application performance of new technology, new process, new
facilities and new materials, borrowed ideas from relevant international standards (codes), and
incarnated the logos of security, economy, environmental protection and sustainable
development.
"This Specification" is consisted of 10 chapters after revision. 1. general provisions; 2.
terminologies and symbols; 3. preparation of construction; 4. general subgrade construction; 5.
subgrade drainage. 6. special subgrade construction; 7. subgrade construction of winter and
rainy season; 8. subgrade protection and supp01iingiretaining; 9. subgrade safe construction
and environmental protection; 10. subgrade renovation and work-delivery acceptance.
This revision mainly protracts the guidelines shall be observant and the technical
requirements shall be met in the subgrade construction; emphasizes process requirement of
compulsive construction, and process quality control. The primary coverage of th is revision
1s.
1. It covers construction contents of "Technical Specifications for Design and
Construction for Fly Ash Embankment" (JTJ 016-93), "Technical Specifications for Design
and Construction of Highway Embankment on Soft Ground" (JTJ 017-95) and "Technical
Specifications for Application of Geosynthetics in Highway" (JTJ 019-98).
2. It cancels light-duty compaction standard, modifies detection frequency of compaction
degree, and it also proposes dedicated compaction standard for wet clay, red clay and mezzo
piano swelling soil in the special subgrade construction.
3. This Specification abstains from a unified provision for the lay-down thickness of the
placing layer; instead, it requires the lay-down thickness combining with the process
conditions and being detennined according to the trial pavement section.
4. This revision combines the contents of "4. General rules of sub grade construction", "5"
Construction of the ea1ih-fill embankment", "6. Construction of the excavation cutting" and
"7. Subgrade compaction" in the original Specification into one "4. General subgrade
construction" .
5. It supplements subgrade construction contents of EPS block embankment construction,
subgrade widening reconstruction, breast wall, side slope anchor, brad support, friction pile,
safety and environmental protection, and also enlarges the covering scope.
All relevant organization is kindly request to sum up and accumulate your experiences in
Contents
General provisions ... ... l
2 Terminologies and symbols ... ... ... ... ... ... .. ... ... 2
2.1 Tenninologies ... ... .. .. .. .. ... ... ... ... ... ... 2
2.2 Symbols ... ... ... ... ... ... ... ... ... ... 2
3 Preparation of construction ... .. ... .. ... .. ... ... ... .. .. .. ... 4
3.1 General rules ... 4
3 .2 Measure1nent ... ,. .. ... .. ... ... ... ... .. ... 4
3.3 Test ... ... 8
3.4 Site clearing ... ... ... ... ... .. ... ... 8
3.5 Test pave1nent section ... ... 8
4 General sub grade· construction ... 10
4.1 General rules ... 10
4.2 Embankment construction ... .. ... ... 11
4.3 Excavation sub grade construction ... ... ... ... ... . 20
4.4 Construction of light filler embankment ... 23
4.5 Widening reconstruction of the subgrade ... .. ... .. ... .. ... 25
5 Subgrade drainage ... .. ... ... ... 28
5.1 General rules ... ... ... 28
5 .2 Surface drainage ... ... ... ... 28
5.3 Underground drainage ... ... .. ... ... ... ... ... 29
5.4 Engineering quality standard of subgrade drainage ... 33
6 Special subgrade construction ... .. ... .. ... .. ... 37
6 .1 General rules ... ... ... ... .. ... ... ... 3 7
6.2 Construction of wet clay sub grade ... .. ... .. 3 7
6.3 Construction of soft ground sub grade ... .. 3 8
6.4 Subgrade construction in red-clay region ... .. ... .. ... 55
6.5 Subgrade construction in expansive soil region ... 56
6.6 Sub grade construction in loess region ... .. ... 57
6.7 Subgrade construction in saline soil region ... ... ... ... ... ... ... . 58
6.8 Subgrade construction in eolian sand and desert regions ... ... ... ... .. ... .. ... 61
6.9 Sub grade Construction in Seasonal Frozen Soil Regions .. .. ... .. .. .. .. . 63
6.10 Subgrade Construction in Permafrost Regions ... .. ... ... .. ... ... ... ... 65
6.11 Subgrade Construction along the Drift Ice Section ... ... ... .. . 66
6.12 Subgrade Construction at Snow Damage Sections ... ... ... .. ... ... .. .. .. ... . 67
6.13 Sub grade Construction at Landslide Section ... ... ... .. ... 70
6.14 Subgrade Construction at Dilapidation and Rock Pile Section ... ... ... 71
6.15 Sub grade Construction in Mudflow Region .. ... ... ... ... ... .. .. ... 71
6.16 Sub grade construction at karst regions ... ... .. ... 72
6.17 Subgrade construction at goaf ... .. ... .. ... .. ... ... .. ... .. ... ... ... ... .. .. 73
6.18 Subgrade construction at regions along rivers and brooks ... 73
6.19 Subgrade construction at regions with reservoirs .. .. ... .. ... .. ... ... .. ... ... 74
6.20 Subgrade construction at offshore regions ... ... ... ... ... ... 75
7 Sub grade construction of winter and rainy season ... .. ... 76
7.1 General rules ... .. .. ... ... .. ... ... ... 76
7.2 Winter construction ... ... ... ... ... ... ... ... .. ... ... . 76
7.3 Rainy season construction ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 77
8 Subgrade protection or suppotiing and retaining ... .. ... 80
8.1 General rules ... ... ... .. .. ... ... ... ... .. ... .. ... ... .. .. .. ... ... ... .. ... ... .. .. 80
8.2 Slope protection ... .. ... .. ... ... ... ... 80
8.3 Protection of sub grade along the river ... ... ... ... ... .. ... ... ... .. .. . 86
8.4 Retaining wall ... ... ... ... ... .. ... ... ... ... ... .. ... . 90
8.5 Side slope anchoring protection ... ... ... ... .. .. ... ... ... .. ... ... . 97
8.6 Brad support ... .. .. ... .. ... ... .. ... ... .. ... ... .. ... ... .. ... .. ... 98
8. 7 Friction pile ... .. ... ... ... 101
9 Sub grade Safe Construction and Environmental Protection ... .. .. ... ... ... ... ... .. .. ... 104
9.1 Genera......
Related standard:   JTG G10-2016  JTG D20-2017
   
 
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