›› 2017, Vol. 38 ›› Issue (9): 2683-2692.doi: 10.16285/j.rsm.2017.09.028

• Geotechnical Engineering • Previous Articles     Next Articles

Analysis of stress and displacement characteristics of bridge pile and pier adjacent to one-side loading

ZHANG Hao1, SHI Ming-lei2, GUO Yuan-cheng1, LI Yong-hui1   

  1. 1. School of Civil Engineering, Zhengzhou University, Zhengzhou, Henan 450001, China; 2. School of Transportation, Southeast University, Nanjing, Jiangsu 210096, China
  • Received:2016-06-08 Online:2017-09-11 Published:2018-06-05
  • Supported by:

    This work was supported by the National Natural Science Foundation of China (51608490), the Science Research Funds for the Universities in Henan Province (16A560009), the Postdoctoral Research Sponsorship of Henan Province of China (2015014) and the Startup Research Funds of Zhengzhou University (1512322002).

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Abstract: To study the detrimental impact of one-side surcharge load on existing piles, the force and displacement characteristics of bridge piles and piers subjected to embankment load on soft ground is discussed through an accident of bridge piles-and-piers deviation on an express highway, Zhangjiagang. According to different boundary conditions of the vertical pile-pier of existing bridge, the pile-pier applied by a side embankment load is divided into free segment, passive segment and active segment. By considering the yield of soil and the constrained boundary influence of upper structure, differential equations of bridge pile-pier are derived using tri-parameter model. A semi-analytical solution of the behaviors and deformation of bridge pile-pier is obtained using matrix transfer method. By checking calculation of the lateral deformation and bending moment of bridge pile-pier in the accident example, the applicability of the proposed solution is verified. The factors which affect the calculation results, such as the length of pile discrete element and the depth of pile passive segment, are also analyzed in the actual calculation example. The proposed method can give reference for the calculation of the response of passive piles adjacent to one side load.

Key words: passive pile, side load, pile-soil interaction, matrix transfer method, semi-analytical solution

CLC Number: 

  • TU 473

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