Journal of Jilin University(Earth Science Edition) ›› 2021, Vol. 51 ›› Issue (5): 1490-1505.doi: 10.13278/j.cnki.jjuese.20200208

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Research Progress on Time Effect of Static Pressure Pile Bearing Capacity

Wang Yonghong1,2, Huang Yongfeng1, Zhang Mingyi1,2, Li Changhe3, Su Lei1, Zhang Wengang4, Lin Peiyuan5, Cui Jifei6, Yan Zhen7   

  1. 1. School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, Shandong, China;
    2. Cooperative Innovation Center of Engineering Constructionand Safety in Shandong Blue Economic Zone, Qingdao 266033, Shandong, China;
    3. School of Mechanical and Automotive Engineering, Qingdao University of Technology, Qingdao 266520, Shandong, China;
    4. School of Civil Engineering, Chongqing University, Chongqing 400045, China;
    5. School of Civil Engineering, Sun Yat-Sen University, Guangzhou 510275, China;
    6. School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;
    7. Tianjin Institute of Water Transport Engineering Science, Ministry of Transport, Tianjin 300000, China
  • Received:2020-07-17 Online:2021-09-26 Published:2021-09-29
  • Supported by:
    Supported by the National Natural Science Foundation of China (41772318, 51778312, 51809146)

Abstract: Due to the remodeling of the soil around the pile after the settlement of the static pressure pile, the bearing capacity of the static pressure pile shows the characteristic of increasing with the growth of the resting period. From the perspective of the dissipation and consolidation of pore water in the soil around the pile after the pile sinking, in this paper, the authors summarize the theoretical and experimental studies on the time effect of the bearing capacity of the static pressure pile. For the existing shortcomings, it is recommended to fully consider the initial excess pore water pressure of the soil around the pile and its distribution characteristics, to conduct in-depth research on the time effect of the bearing capacity of the static pressure pile combined with the pore water dissipation path and consolidation model, and to explore through experiments the influence of different geology and pile types on the bearing capacity of static pressure piles during the rest period so as to further improve the empirical formula based on the measured data. This research helps to predict the safety of buildings, thereby optimizing the design of the static pressure pile, and bringing good economic benefits to the construction party and the designer. The stress field and displacement field solutions based on different constitutive relationship models and the solution of pore water pressure dissipation after pile sinking are summarized, the theoretical formula of ultimate bearing capacity of pile foundation through effective stress principle is established, and under the condition of cohesive soil and sand with considering the influence of over-consolidation ratio and undrained shear strength and plasticity index ratio on coefficient A, the empirical formula for ultimate bearing capacity of pile foundation is improved. It is recommended that multiple parameters should be set on the basis of the empirical formula to improve the accuracy of the empirical formula and the parameter solutions for different piles and soil types, and by using the BP neural network and importing the relevant parameters of the static pressure pile bearing capacity to obtain the optimal solution for the bearing capacity of different geological conditions, pile types, and resting periods.

Key words: static pressure pile, bearing capacity, time-effect, empirical equation

CLC Number: 

  • TU473.1
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