Volume 32 Issue 5
Jul.  2021
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Guo Lin, Li Zhongxiang, Cai Fei. Optimization of Design Parameters for Double Row Piles Retaining Structure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2018, 32(5): 266-271. doi: 10.3969/j.issn.1007-2993.2018.05.011
Citation: Guo Lin, Li Zhongxiang, Cai Fei. Optimization of Design Parameters for Double Row Piles Retaining Structure[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2018, 32(5): 266-271. doi: 10.3969/j.issn.1007-2993.2018.05.011

Optimization of Design Parameters for Double Row Piles Retaining Structure

doi: 10.3969/j.issn.1007-2993.2018.05.011
  • Received Date: 2018-04-18
    Available Online: 2021-07-06
  • The double row pile support structure has the characteristics of short construction period,small construction area and large supporting depth,so it is widely used.Because the stress is relatively complex of structural system,design and calculation theory is not very mature,some problems have been found in engineering practice,so it is necessary to conduct the thorough research to the design parameters of double row piles and to explore effective improvement method.In this paper,the finite difference software FLAC 3Dis used to set up the numerical analysis model to study its force and deformation distribution law,and then proposed the optimization and improvement measures for the support structure.

     

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