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CHENG Xiao-wei, WANG Zhen, ZHANG Xiao-bing. Causes of inclination of a high-rise residential building and relevant inclination-rectifying and reinforcement technology[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 756-761.
Citation: CHENG Xiao-wei, WANG Zhen, ZHANG Xiao-bing. Causes of inclination of a high-rise residential building and relevant inclination-rectifying and reinforcement technology[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(4): 756-761.

Causes of inclination of a high-rise residential building and relevant inclination-rectifying and reinforcement technology

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  • Published Date: April 19, 2012
  • Based on the inclination-rectifying and reinforcement of a thirty-storey residential building, the relevant inclination-rectifying measures and control technology are introduced after analyzing the causes of its inclination. In order to ensure the safety, stability and linear structure of inclined building, this project first adopts the combined inclination-rectifying reinforcement means of “major soil-digging and minor anchor-pressuring”, and brings forward many control technologies such as stress control, fine-tuning by anchor-pressuring and deformation control and so on, and thus scientific and reasonable construction procedures are prepared so as to guarantee successful implementation of inclination-rectifying and reinforcement of the high-rise building. The inclination rate of the building returns to 0.89 ‰ from 2.61 ‰ , meeting the national related standards and practical requirements. This project has created a new national record of inclination-rectifying buildings in the building height (97m) and the number of building floor (30 floors), and fills in the gap for the implementation of inclination-rectifying of high-rise buildings located on the weathered mudstone, complex foundation and deep foundation. It will be useful for rectifying inclined high-rise buildings.
  • [1]
    GB 50007 - 2002 建筑地基基础设计规范 [S]. 北京 : 中国建筑工业出版社 , 2002. (GB 50007 - 2002 Code for design of building foundation[S]. Beijing: China architecture & Building Press, 2002. (in Chinese))
    [2]
    龚晓南 . 高等土力学 [M]. 杭州 : 浙江大学出版社 , 1994. (GONG Xiao-nan. Advanced soil mechanics[M]. Hangzhou: Zhejiang University Press, 1994. (in Chinese))
    [3]
    谌壮丽 , 王 桢 . 古塔纠倾中某些技术关键的思考 [J]. 特种工程新技术 , 2007: 120 – 124 . (SEN Zhuang-li, WANG Zhen. Thinking for some key technology of pagodas incline-rectifying[J]. Special Engineering Technologies, 2007: 120 – 124 . (in Chinese))
    [4]
    史佩栋 . 建(构)筑物地基基础特殊技术 [M]. 北京 : 人民教育出版社 , 2004. (SHI Pei-dong. Special techniques in foundation of buildings or structures[M]. Beijing: People's Education Press, 2004. (in Chinese))
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