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冯文娟, 琚晓冬. 基于FLAC3D的抗滑桩设计方法研究[J]. 岩土工程学报, 2011, 33(sup2): 256-259.
引用本文: 冯文娟, 琚晓冬. 基于FLAC3D的抗滑桩设计方法研究[J]. 岩土工程学报, 2011, 33(sup2): 256-259.
FENG Wen-juan, JU Xiao-dong. Design method for anti-slide piles based on FLAC3D[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 256-259.
Citation: FENG Wen-juan, JU Xiao-dong. Design method for anti-slide piles based on FLAC3D[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(sup2): 256-259.

基于FLAC3D的抗滑桩设计方法研究

Design method for anti-slide piles based on FLAC3D

  • 摘要: 边坡治理措施中最常用的就是抗滑桩工程,但目前其设计与计算理论却非常不成熟,设计过程中的很多问题都依赖于人为假设,设计结果也非常保守。在 FLAC3D 数值模拟的基础上,提出了基于该软件的抗滑桩设计方法。由于数值计算能够相对准确的模拟滑坡传力和抗滑桩受力过程,因而其设计结果也就更符合实际情况。本方法的提出,突破了人们长期以来以经验为主的刚体极限平衡设计体系,对指导实际抗滑桩的设计和施工,以及今后抗滑桩的设计研究具有一定的参考价值。

     

    Abstract: China is a country full of mountains. Recently, with the increase of human activities, slope problems have become more and more serious. The anti-slope pile is the most popular way to cope with slope problems, but the design and theory are not mature. Lot of problems based on assumptions and the outcomes are very conservative. Based on the numerical simulation with FLAC3D , and a new way is proposed to design anti-slide piles. Numerical simulation can well perform the simulation of slope moving and the load on piles, and it can give a more reasonable design. The proposed method can improve the design from artificial calculation to computer simulation and break the traditional design system based on the assumptions. It is useful for the pile design and construction and has reference value for the researches on anti-slide piles.

     

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