Volume 38 Issue 6
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Yang Jun, Yang Min, Chen Haibing. Applicability Analysis of Design Method for Settlement Reducing Pile Considering Pile-Soil Interaction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(6): 680-691. doi: 10.3969/j.issn.1007-2993.2024.06.007
Citation: Yang Jun, Yang Min, Chen Haibing. Applicability Analysis of Design Method for Settlement Reducing Pile Considering Pile-Soil Interaction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2024, 38(6): 680-691. doi: 10.3969/j.issn.1007-2993.2024.06.007
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Applicability Analysis of Design Method for Settlement Reducing Pile Considering Pile-Soil Interaction

doi: 10.3969/j.issn.1007-2993.2024.06.007
  • 1.

    Guangzhou Municipal Engineering Testing Co., Ltd., Guangzhou 510520, Guangdong, China

  • 2.

    College of Civil Engineering, Tongji University, Shanghai 210092, China

  • 3.

    Institute of Foundation and Structure Technologies, Zhejiang Sci-Tech University, Hangzhou 310018, Zhejiang, China

  • Received Date: 2023-09-17
  • Accepted Date: 2024-03-11
  • Rev Recd Date: 2023-12-05
  • Publish Date: 2024-12-06
    Abstract
  • Regarding the applicability of settlement-reducing piles in complex stratum conditions, the influence of factors such as the site condition and building type, maximum settlement control standard, and pile and soil stiffness distribution on the design of settlement-reducing piles based on a large number of practical engineering projects were discussed. The application criteria and design methods of settlement reducing pile as the optimization objective were proposed, and the rationality was verified by engineering cases. The results show that the settlement-reducing pile has good adaptability to various sites and building types. The important grade of the foundation, the bearing capacity of the foundation, and the stiffness distribution of the pile and soil are the key factors to determine its application. To save the amount of piles and ensure the overall safety of the foundation, it was recommended that the bearing capacity of the foundation in soft and hard soils should not be less than 0.5 and 0.65, respectively. Considering the contribution of raft-bearing capacity, the dimensionless influence coefficient of Gibson soil and layered soil was recommended not to be less than 2.3 and 1.5, respectively. Meeting the above requirements can be used as the premise to determine the applicability of the settlement-reducing pile.

     

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