首页> 外文会议>International Conference on Structures and Building Materials >The Force Analysis of Anchor Anti-slide Pile in Slope Reinforcement under Seismic Load
【24h】

The Force Analysis of Anchor Anti-slide Pile in Slope Reinforcement under Seismic Load

机译:地震载荷下坡度加固中锚抗滑动桩的力分析

获取原文

摘要

The force affect factors of anchor anti-slide pile in slope reinforcement under seismic load are studied in this paper. First of all, the method of dynamic analysis is introduced in FLAC3D. At the same time, seismic wave is selected in seismic dynamic analysis. Then, the sensitivity influence of anti-slide pile design parameters on dynamic contact stress, shear force and dynamic bending moment is analyzed by applying the seismic wave, giving the most significant effect factors of the dynamic contact stress and dynamic moment. In the end, the distribution regular of the contact force and the pile body stress under earthquake action is analyzed by selecting a case, laying a theoretical foundation for the further study of the dynamic performance of the reinforced slope.
机译:本文研究了锚固钢坡度坡度增强中锚抗滑动桩的力影响因素。首先,在FLAC3D中引入了动态分析方法。同时,在地震动态分析中选择地震波。然后,通过施加地震波分析了抗滑动桩设计参数对动态接触应力,剪切力和动态弯矩的灵敏度影响,给出了动态接触应力和动态时刻的最显着影响因素。最后,通过选择案例来分析接触力和桩体应力下的接触力和桩体应力的分布规则,为进一步研究加强斜率的动态性能进行理论基础。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号