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Position: Chinese Standard in English/GB 50007-2002
GB 50007-2002   code for design of building foundation (English Version)
Standard No.: GB 50007-2002 Status:abolished remind me the status change

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Language:English File Format:PDF
Word Count: 61000 words Price(USD):1830.0 remind me the price change

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Implemented on:2002-4-1 Delivery: via email in 1~10 business day
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Standard No.: GB 50007-2002
English Name: code for design of building foundation
Chinese Name: 建筑地基基础设计规范
Chinese Classification: P    
Professional Classification: GB    National Standard
Issued by: MOC, AQSIQ
Issued on: 2002-02-02
Implemented on: 2002-4-1
Status: abolished
Superseded by:GB 50007-2011 Code for design of building foundation
Superseded on:2012-8-1
Abolished on:2012-08-01
Superseding:GBJ 7-1989 Specifications for Design of Building Foundations
Language: English
File Format: PDF
Word Count: 61000 words
Price(USD): 1830.0
Delivery: via email in 1~10 business day
1.0.1 This code is formulated with a view to implement the national technical and economical policies in design of the building grounds, foundations, that the design can be accomplished with safety and usability, using advanced technology, with economy and rationality, assuring the quality and protecting the environment. 1.0.2 Design of the building grounds, foundations must persist in the principles of suiting measures to local conditions, using local materials, protecting the environment and economizing on the resources; the design shall be painstakingly performed, considering the factors comprehensively as the type of structures, the availability of materials and the construction conditions etc., according to the geotechnical survey data of rocks, soils. 1.0.3 This code is applicable to the design of grounds, foundations of industrial and civilian buildings (including structures). For the design of grounds, foundations in the collapsible loess, the perennial frozen soil and the swelling soil, as well as, under the action of seismic load and vibrating load of machines, that the requirements in the current relevant standards or codes of the nation shall also be complied with. 1.0.4 When this code is used for design, the values of loads shall meet the requirements in the current National Standard “Load Code for the Design of Building Structures” GB 50009; the calculation of foundations shall also meet the requirements of the National Standard “Code for Design of Concrete Structures” GB 50010 and “Code for Design of Masonry Structures” GB 50003. When the foundations are laid in aggressive environment or are subjected to temperature influence, that the requirements in the current relevant mandatory standard of the nation shall also be complied with, and the corresponding protective measures shall be taken.
1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Main Symbols 3 Basic Requirement 4 Classification of Geotechnical Rocks, Soils and Their Engineering Property Indexes 4.1 Classification of Rocks, Soils 4.2 Engineering Property Indexes 5 Calculation of Ground 5.1 Embedded Depth of Foundation 5.2 Calculation of Load-bearing Capacity 5.3 Calculation of Deformation 5.4 Calculation of Stability 6 Ground in Mountainous Region 6.1 General Requirement 6.2 Soil-rock Composite Ground 6.3 Compacted Fill Ground 6.4 Landslide Prevention 6.5 Karst and Earth Cave 6.6 Soil Side Slope and Gravity Retaining Wall 6.7 Rock Side Slope and Rock Anchored Bolt Retaining Wall 7 Feeble Ground 7.1 General Requirement 7.2 Utilization and Treatment 7.3 Architectural Measures 7.4 Structural Measures 7.5 Large Area Ground Surface Load 8 Foundations 8.1 Unreinforced Spread Foundation 8.2 Spread Foundation 8.3 Strip Footing under Columns 8.4 Raft Foundation for Tall Buildings 8.5 Pile Foundation 8.6 Rock Anchored Bolt Foundation 9 Foundation Pit Engineering 9.1 General Requirement 9.2 Design Calculation 9.3 Underground Diaphragm Wall and Top-down Construction Method 10 Inspection and Supervision 10.1 Inspection 10.2 Supervision Appendix A Division of the Hardness Degree of Rocks and the Completeness Degree of Rock Masses Appendix B Field-distinction of Broken Stone Soil Appendix C Main Points of Shallow Stratum Plate-loading Test Appendix D Main Points of Deep Stratum Plate-loading Test Appendix E Characteristic Value of Shear Strength Indexes c, Appendix F Map for the Standard Frozen Depth Lines of Seasonal Frozen soil in China Appendix G Classification for the Frost Heaving Property of Ground Soil and the Maximum Depth of Allowable Remainder Frozen Soil Stratum under Foundation Base of Buildings Appendix H Main Points for Loading Test of Rock Ground Appendix J Main Points for Uniaxial Compression Strength Test of Rock Appendix K Coefficient of Additional Stress α and Coefficient of Average Additional Stress Appendix L Coefficient of Active Earth Pressure ka for Retaining Wall Appendix M Main Points for Pull-out Resistant Test of Rock Anchored Bolt Appendix N Calculation for Additional Settlement Amount of Ground under the Action of Large Area Ground Surface Load Appendix P Calculating Formulae for the Perimeter of Critical Section and the Polar Moment of Inertia for Punching Shear Appendix Q Main Points for Vertical Static Loading Test of Single Pile Appendix R Calculation for Final Settlement of Pile Foundation Appendix S Sectional Width for Inclined Section Subjected to Shear of the Stepped Capping and the Cone Capping Appendix T Main Points for Calculation of the Pile-type, the Wall-type Cantilevered Retaining Structures Appendix U Main Points for Calculation of the Pile-type, the Wall-type Anchor Bracing Retaining Structures Appendix V Checking Computation for the Stability of Swelling Resistant of Foundation Pit Base Appendix W Checking Computation for the Stability of Seepage Flow Resistant of Foundation Pit Base Explanation of Wording in This Code
GB 50007-2002 is referred in:
* DL/T 5218-2005 Technical code for designing 220kV~500kV substation
* SH/T 3055-2007 Specification for Design of Pipe Supports in Petrochemical Industry
* GB 50023-2009 Standard for seismic appraisal of buildings
* GB 50023-2009 Standard for seismic appraisal of buildings
* DL/T 5024-2005 Ground treatment Technical Code of Fossil Fuel Power Plant
* GB 8408-2008 Amusement device safety code
* DL/T 5219-2005 Technical regulation for designing foundation of overhead transmission line
Code of China
Standard
GB 50007-2002  code for design of building foundation (English Version)
Standard No.GB 50007-2002
Statusabolished
LanguageEnglish
File FormatPDF
Word Count61000 words
Price(USD)1830.0
Implemented on2002-4-1
Deliveryvia email in 1~10 business day
Detail of GB 50007-2002
Standard No.
GB 50007-2002
English Name
code for design of building foundation
Chinese Name
建筑地基基础设计规范
Chinese Classification
P
Professional Classification
GB
ICS Classification
Issued by
MOC, AQSIQ
Issued on
2002-02-02
Implemented on
2002-4-1
Status
abolished
Superseded by
GB 50007-2011 Code for design of building foundation
Superseded on
2012-8-1
Abolished on
2012-08-01
Superseding
GBJ 7-1989 Specifications for Design of Building Foundations
Language
English
File Format
PDF
Word Count
61000 words
Price(USD)
1830.0
Keywords
GB 50007-2002, GB/T 50007-2002, GBT 50007-2002, GB50007-2002, GB 50007, GB50007, GB/T50007-2002, GB/T 50007, GB/T50007, GBT50007-2002, GBT 50007, GBT50007
Introduction of GB 50007-2002
1.0.1 This code is formulated with a view to implement the national technical and economical policies in design of the building grounds, foundations, that the design can be accomplished with safety and usability, using advanced technology, with economy and rationality, assuring the quality and protecting the environment. 1.0.2 Design of the building grounds, foundations must persist in the principles of suiting measures to local conditions, using local materials, protecting the environment and economizing on the resources; the design shall be painstakingly performed, considering the factors comprehensively as the type of structures, the availability of materials and the construction conditions etc., according to the geotechnical survey data of rocks, soils. 1.0.3 This code is applicable to the design of grounds, foundations of industrial and civilian buildings (including structures). For the design of grounds, foundations in the collapsible loess, the perennial frozen soil and the swelling soil, as well as, under the action of seismic load and vibrating load of machines, that the requirements in the current relevant standards or codes of the nation shall also be complied with. 1.0.4 When this code is used for design, the values of loads shall meet the requirements in the current National Standard “Load Code for the Design of Building Structures” GB 50009; the calculation of foundations shall also meet the requirements of the National Standard “Code for Design of Concrete Structures” GB 50010 and “Code for Design of Masonry Structures” GB 50003. When the foundations are laid in aggressive environment or are subjected to temperature influence, that the requirements in the current relevant mandatory standard of the nation shall also be complied with, and the corresponding protective measures shall be taken.
Contents of GB 50007-2002
1 General Provisions 2 Terms and Symbols 2.1 Terms 2.2 Main Symbols 3 Basic Requirement 4 Classification of Geotechnical Rocks, Soils and Their Engineering Property Indexes 4.1 Classification of Rocks, Soils 4.2 Engineering Property Indexes 5 Calculation of Ground 5.1 Embedded Depth of Foundation 5.2 Calculation of Load-bearing Capacity 5.3 Calculation of Deformation 5.4 Calculation of Stability 6 Ground in Mountainous Region 6.1 General Requirement 6.2 Soil-rock Composite Ground 6.3 Compacted Fill Ground 6.4 Landslide Prevention 6.5 Karst and Earth Cave 6.6 Soil Side Slope and Gravity Retaining Wall 6.7 Rock Side Slope and Rock Anchored Bolt Retaining Wall 7 Feeble Ground 7.1 General Requirement 7.2 Utilization and Treatment 7.3 Architectural Measures 7.4 Structural Measures 7.5 Large Area Ground Surface Load 8 Foundations 8.1 Unreinforced Spread Foundation 8.2 Spread Foundation 8.3 Strip Footing under Columns 8.4 Raft Foundation for Tall Buildings 8.5 Pile Foundation 8.6 Rock Anchored Bolt Foundation 9 Foundation Pit Engineering 9.1 General Requirement 9.2 Design Calculation 9.3 Underground Diaphragm Wall and Top-down Construction Method 10 Inspection and Supervision 10.1 Inspection 10.2 Supervision Appendix A Division of the Hardness Degree of Rocks and the Completeness Degree of Rock Masses Appendix B Field-distinction of Broken Stone Soil Appendix C Main Points of Shallow Stratum Plate-loading Test Appendix D Main Points of Deep Stratum Plate-loading Test Appendix E Characteristic Value of Shear Strength Indexes c, Appendix F Map for the Standard Frozen Depth Lines of Seasonal Frozen soil in China Appendix G Classification for the Frost Heaving Property of Ground Soil and the Maximum Depth of Allowable Remainder Frozen Soil Stratum under Foundation Base of Buildings Appendix H Main Points for Loading Test of Rock Ground Appendix J Main Points for Uniaxial Compression Strength Test of Rock Appendix K Coefficient of Additional Stress α and Coefficient of Average Additional Stress Appendix L Coefficient of Active Earth Pressure ka for Retaining Wall Appendix M Main Points for Pull-out Resistant Test of Rock Anchored Bolt Appendix N Calculation for Additional Settlement Amount of Ground under the Action of Large Area Ground Surface Load Appendix P Calculating Formulae for the Perimeter of Critical Section and the Polar Moment of Inertia for Punching Shear Appendix Q Main Points for Vertical Static Loading Test of Single Pile Appendix R Calculation for Final Settlement of Pile Foundation Appendix S Sectional Width for Inclined Section Subjected to Shear of the Stepped Capping and the Cone Capping Appendix T Main Points for Calculation of the Pile-type, the Wall-type Cantilevered Retaining Structures Appendix U Main Points for Calculation of the Pile-type, the Wall-type Anchor Bracing Retaining Structures Appendix V Checking Computation for the Stability of Swelling Resistant of Foundation Pit Base Appendix W Checking Computation for the Stability of Seepage Flow Resistant of Foundation Pit Base Explanation of Wording in This Code
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Keywords:
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