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JTGF10-2006 PDF English

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JTGF10-2006: Technical Specification for Construction of Highway Subgrades
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JTGF10-2006: Technical Specification for Construction of Highway Subgrades

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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

Table of 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 General Rule ... 104 9 .2 Safe Construction ... 104 10 Subgrade Renovation and Handover Acceptance ... 108 10.1 Subgrade Renovation ... 108 10.2 Handover Acceptance ... 108 Appendix A Explanation of Wording in this Specification ... 109 1 General provisions 1.0.1 This Specification is formulated with a view to improve the technical levels for construction of highway subgrade engineering and to ensure the construction quality. 1.0.2 This Specification is applicab.e to the construction of newly-built and renovation (extension) sub grades engineering. 1.0.3 The highway subgrades shall reach the strength, stability and durability required by the design. 1.0.4 The construction of highway subgrades must abide by the laws and regulations on national safety production, so that to establish technical safety measu... ......
Source: Above contents are excerpted from the full-copy PDF -- translated/reviewed by: www.ChineseStandard.net / Wayne Zheng et al.

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