郑明新. 预应力锚索抗滑桩中预拉力合理值的探讨[J]. 力学与实践, 2011, 33(5): 16-20. DOI: 10.6052/1000-0879-lxysj2010-525
引用本文: 郑明新. 预应力锚索抗滑桩中预拉力合理值的探讨[J]. 力学与实践, 2011, 33(5): 16-20. DOI: 10.6052/1000-0879-lxysj2010-525
Zheng Mingxin. THE OPTIMUM PRESTRESS OF ANTI-SLIDE PILE WITH ANCHORING CABLE[J]. MECHANICS IN ENGINEERING, 2011, 33(5): 16-20. DOI: 10.6052/1000-0879-lxysj2010-525
Citation: Zheng Mingxin. THE OPTIMUM PRESTRESS OF ANTI-SLIDE PILE WITH ANCHORING CABLE[J]. MECHANICS IN ENGINEERING, 2011, 33(5): 16-20. DOI: 10.6052/1000-0879-lxysj2010-525

预应力锚索抗滑桩中预拉力合理值的探讨

THE OPTIMUM PRESTRESS OF ANTI-SLIDE PILE WITH ANCHORING CABLE

  • 摘要: 结合目前抗滑工程设计现状及预应力锚索抗滑桩桩土相互作用的特征, 引入接触单元并改进有限元FCEP2D 软件进行计算, 得到抗滑桩锚固段的受力、弯矩和位移规律;进而分析了不同预应力、不同滑坡推力工况下的抗滑效果, 提出了预应力锚索抗滑桩的最佳预应力, 对工程设计具有一定的指导意义.

     

    Abstract: Based on the design methods and the interaction characteristic of anti-slide pile and soil, a program of contact FEM using contact element is designed. Then, the calculation model is set up; and the bending moment, displacement along the pile with different cable’s prestress and different thrusts are calculated. Finally, the optimum presstress is discussed, which has a significant guide to the landslide control.

     

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