打入式锚管在高填方边坡治理中的应用研究
DOI:
作者:
作者单位:

河南省煤田地质局,华北水利水电学院,华北水利水电学院

作者简介:

通讯作者:

中图分类号:

P642.22

基金项目:


Application and Research on Driving Anchor Tube in High Filling Slope
Author:
Affiliation:

Henan Provincial Coalfield Geology Bureau,North China University of Water Conservancy and Electric Power,North China University of Water Conservancy and Electric Power

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    针对某工程工业广场高填方边坡治理中,传统方法存在难以成孔、施工难度大等工程难题,采用对地层适应能力很强的打入式锚管进行加固。对打入式锚管加固高填方边坡的加固机理进行数值模拟分析,分析其应力、位移和塑性区等变化规律,最后给出具体的施工工艺,为类似工程的治理加固提供参考。

    Abstract:

    In a treatment of high filling slope, it was difficult for hole construction with traditional methods, driving anchor tube method was adopted, which is well adapted to soil layers. Based on the numerical stimulation analysis on the reinforcement mechanism of high filling slope by driving anchor tube, the stress, displacement and plastic district are analyzed, finally the specific construction technology of driving anchor tube was given, which could be the reference for similar engineering.

    参考文献
    相似文献
    引证文献
引用本文

张跃亭,胡青峰,雷斌.打入式锚管在高填方边坡治理中的应用研究[J].钻探工程,2013,40(10):60-63.
ZHANG Yue-ting, HU Qing-feng, LEI Bin. Application and Research on Driving Anchor Tube in High Filling Slope[J]. Drilling Engineering, 2013,40(10):60-63.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2013-05-31
  • 最后修改日期:2013-05-31
  • 录用日期:2013-07-15
  • 在线发布日期: 2013-10-29
  • 出版日期: