Volume 35 Issue 6
Dec.  2021
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2021  >  35(6): 387-394, 399
Wang Hao, Liu Yingjun, Wang Shuang. Optimization Analysis of Anti-Floating Anchor Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(6): 387-394, 399. doi: 10.3969/j.issn.1007-2993.2021.06.008
Citation: Wang Hao, Liu Yingjun, Wang Shuang. Optimization Analysis of Anti-Floating Anchor Design[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2021, 35(6): 387-394, 399. doi: 10.3969/j.issn.1007-2993.2021.06.008
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Optimization Analysis of Anti-Floating Anchor Design

doi: 10.3969/j.issn.1007-2993.2021.06.008
  • 1.

    China Ordnance Industry Survey and Geotechnical Institute Co., Ltd., Beijing 100053, China

  • 2.

    Norinco International Cooperation Ltd., Beijing 100040, China

  • Received Date: 2021-02-23
  • Publish Date: 2021-12-10
    Abstract
  • With the improvement of the utilization of underground space in urban construction, the anti-floating design of large-size and deep-buried foundations has become the focus of structural design. Anti-floating fortification level is an important parameter of anti-floating design. The influence factors and recent changes of anti-floating fortification level in Beijing area are analyzed according to the character of the current building and the current planning. The design and optimization methods of anti-floating anchor are summarized. The optimization design of anti-floating anchor by numerical analysis method is introduced in detail through engineering examples, which could provide reliable experience for similar projects.

     

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