HOME Cart(0) Quotation About-Us Policies PDFs Standard-List
www.ChineseStandard.net Database: 221581 (27 Mar 2026)
Path: Home > GB > Page52 > GB 50007-2011 || Home > Standard_List > GB > Page52 > GB 50007-2011

GB 50007-2011 PDF English

GB 50007: Evolution and historical versions

Std IDContents [version]USDSTEP2[PDF] delivered inStandard Title (Description)Status
GB 50007-2011English85 Add to Cart 0--9 seconds. Auto-delivery Code for design of building foundation Valid
GB 50007-2002EnglishRFQ ASK 4 days [Need to translate] Code for design of building foundation Obsolete

Standard similar to GB 50007-2011

GB 50202 | GB 50005 | GB 55001 | GB/T 27880 | GB 50497 | GB/T 50123 |

Basic data

Standard ID GB 50007-2011 (GB50007-2011)
Description (Translated English) Code for design of building foundation
Sector / Industry National Standard
Classification of Chinese Standard P22
Classification of International Standard 93.020
Word Count Estimation 348,377
Date of Issue 2011-07-26
Date of Implementation 2012-08-01
Older Standard (superseded by this standard) GB 50007-2002
Quoted Standard GB 50009; GB 50010; GB 50011; GB 50046; GB/T 50123; GB/T 50476
Regulation (derived from) Bulletin of the Ministry of Housing and Urban No. 1096
Issuing agency(ies) Ministry of Housing and Urban-Rural Development of the People's Republic of China; General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China
Summary This Chinese standard applies to industrial and civil buildings (including structures) of the foundation design. For loess, permafrost, expansive soil as well as in seismic and vibration loads of foundation design, there should be consistent with current national relevant professional standards.

GB 50007-2011: Code for design of building foundation

---This is an excerpt. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.), auto-downloaded/delivered in 9 seconds, can be purchased online: https://www.ChineseStandard.net/PDF.aspx/GB50007-2011
OF THE PEOPLE'S REPUBLIC OF CHINA Code for Design of Building Foundation Chief Development Department. Ministry of Housing and Urban-Rural Development of the People's Republic of China Approval Department. Ministry of Housing and Urban-Rural Development of the People's Republic of China Implementation Date. August 01, 2012 2011 Beijing Some pages are intentionally removed. Please purchase a full copy from. Announcement of the Ministry of Housing and Urban-Rural Development of the People's Republic of China No. 1096 Announcement on Publishing the National Standard of "Code for Design of Building Foundation" "Code for Design of Building Foundation" has been approved as a national standard with a serial number of GB 50007-2011, and shall be implemented on August 01, 2012. Therein, Articles 3.0.2, 3.0.5, 5.1.3, 5.3.1, 5.3.4, 6.1.1, 6.3.1, 6.4.1, 7.2.7, 7.2.8, 8.2.7, 8.4.6, 8.4.9, 8.4.11, 8.4.18, 8.5.10, 8.5.13, 8.5.20, 8.5.22, 9.1.3, 9.1.9, 9.5.3, 10.2.1, 10.2.10, 10.2.13, 10.2.14, 10.3.2 and 10.3.8 are compulsory provisions and must be enforced strictly. The original "Code for Design of Building Foundation" GB 50007-2002 shall be abolished simultaneously. Authorized by the Standard Rating Research Institute of the Ministry of Housing and Urban-Rural Development of the People's Republic of China, this code is published and distributed by China Architecture and Building Press. Ministry of Housing and Urban-Rural Development of the People's Republic of China July 26, 2011

Foreword

According to the requirements of Document Jian Biao [2008] No. 102 issued by the Ministry of Housing and Urban-Rural Development-"Notice on Printing and Publishing the Development and Revision Plan of National Engineering Construction Standards in 2008 (first batch)", this code is revised from the former "Code for Design of Building Foundation" GB 500072002 by China Academy of Building Research jointly with all the organizations concerned. During the preparation process, the drafting group finally finalized this code upon review based on extensive investigation and study, earnestly summarizing the practical experience, making reference to the foreign advanced standards, coordinating with relevant national standards and extensively soliciting for opinions. This code comprises 10 chapters and 22 appendixes, with main technical content including general provisions, terms and symbols, basic requirements, geotechnical classification and index properties, foundation design calculation, foundation in mountain area, soft ground, foundation type, excavation engineering, inspection and monitoring. The main technical contents revised in this code are. 1. Add the relevant content of excavation engineering in the design grade of foundation; 2. The design working life of foundation shall not be less than that of building structure; 3. Add the engineering definitions of peat and cumulosol; 4. Add resilience recompression deformation calculation method; 5. Add building anti-floating stability calculation method; 6. Add the design principles of soil-rock composite ground with rock face gradient greater than 10% and foundation soil thickness greater than 1.5m when the medium and underlying rock face is inclining in single direction; 7. Add the design content of rock foundation; 8. Add the principle of design of foundation for the site in karst region according to the karst development degree; 9. Add the calculation method for composite ground deformation; 10. Add the design requirements that the minimum ratio of reinforcement of spread foundation shall not be less than 0.15%; 11. Add the requirements for the shear bearing capacity calculation of oblique section when the short-side dimension of the spread foundation bottom is less than or equal to the column width plus 2 times the foundation effective height; 12. Adjust the settlement empirical coefficient through statistical analysis for pile foundation settlement calculation method; 13. Add the requirements that the excavation engineering featured by complex hydrogeologic conditions on site, high protection requirement for surrounding environment of foundation pit and Grade-A design grade shall be subjected to special design for underground water control in high underground water level area; 14. Add the engineering inspection requirements for ground treatment engineering; 15. Add the key points for horizontal loading test of single pile and key points for vertical pullout load testing of single pile. In this code, the provisions printed in bold type are compulsory ones and must be enforced strictly. The Ministry of Housing and Urban-Rural Development is in charge of the administration of this code and the explanation of the compulsory provisions; the China Academy of Building Research is responsible for the explanation of specific technical contents. During the process of implementing this code, the relevant opinions or advice, whenever necessary, can be posted or passed on to the national standard "Code for Design of Building Foundation" Administrative Group of China Academy of Building Research (address. No. 30, North Third Ring East Road, Beijing, 100013, China, Email. tyjcabr@sina.com.cn). Chief development organization of this code. China Academy of Building Research Participating development organizations of this code. CIGIS Beijing Geotechnical Institute China Southwest Geotechnical Investigation and Architecture Design Institute Guiyang Architectural Design & Surveying Prospecting Co., Ltd. Beijing Institute of Architectural Design China Architecture Design and Research Group Shanghai Xiandai Architectural Design Group Co., Ltd. China Northeast Architectural Design & Research Institute Liaoning Provincial Building Design & Research Institute Yunnan Yicheng Architectural Design Company Central-South Architectural Design Institute Hubei Provincial Academy of Building Research Guangzhou Academy of Building Research Heilongjian Province Academy of Cold Area Building Research Heilongjiang Province Building Engineering Quality Supervision Station Northern Engineering & Technology Corporation, MCC China State Construction Engineering Corp. Tianjin University Tongji University Taiyuan University of Technology Guangzhou University Zhengzhou University Southeast University Chongqing University Chief drafting staff of this code. Teng Yanjing, Huang Xiling, Wang Shuguang, Gong Jianfei, Wang Weidong, Wang Xiaonan, Wang Gongshan, Bai Xiaohong, Ren Qingying, Liu Songyu, Zhu Lei, Shen Xiaoke, Zhang Bingji, Zhang Chengjin, Zhang Jichao, Chen Xiangfu, Yang Min, Lin Liyan, Zheng Gang, Zhou Tonghe, Wei Wu, Hao Jiangnan, Hou Guangyu, Hu Daiwen, Yuan Neizhen, Gu Baohe, Tang Mengxiong, Gu Xiaolu, Liang Zhirong, Kang Jingwen, Pei Jie, Pan Kaiyun, Xue Huili Chief examiners of this code. Xu Zhengzhong, Huang Shaoming, Wu Xuemin, Gu Guorong, Hua Jianxin, Wang Changqing, Xiao Ziqiang, Song Zhaohuang, Xu Tianping, Xu Zhangjian, Mei Quanting, Huang Zhihong, Dou Nanhua

Table of Contents

1 General Provisions ... 1 2 Terms and Symbols ... 1 2.1 Terms ... 1 2.2 Symbols ... 2 3 Basic Requirements ... 3 4 Geotechnical Classification and Index Properties ... 8 4.1 Geotechnical Classification ... 8 4.2 Engineering Index Properties...11 5 Foundation Design Calculation ... 12 5.1 Embedded Depth of Foundation ... 12 5.2 Bearing Capacity Calculation ... 15 5.3 Deformation Calculation... 19 5.4 Stability Calculation... 24 6 Foundation in Mountain Area... 26 6.1 General Requirements... 26 6.2 Foundation on Rock and Soil... 26 6.3 Foundation on Compacted Fill... 28 6.4 Landslide Prevention ... 30 6.5 Foundation on Rock... 32 6.6 Karst and Sinkhole... 32 6.7 Earth Slope and Gravity Retaining Wall... 35 6.8 Rock Slope and Anchor Wall ...

Terms of Service | Contact Information | Privacy Policy | Refund Policy | Shipping Policy