土钉与桩锚复合支护方案设计方法探讨
DOI:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU473.2

基金项目:


Research on the Design Method of the Combined Retaining Structure of Soil Nailing and Pile-anchor
Author:
Affiliation:

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:

    讨论了土钉与桩锚复合支护方案的3种计算方法,分析了各自的优缺点和适用性。对一特定假设的工程问题,分别采用3种方法进行计算对比,结果表明有限元数值分析法最接近实际,可用于辅助设计。

    Abstract:

    In the paper, 3 calculation methods of the combined retaining structure of soil nailing and pile-anchor are discussed, analysis was made on each advantages and disadvantages. 3 methods were taken for a specific assumptive engineering case, the calculation contrast indicated that the finite element numerical analysis is the closest to the actual, which can be applied to aided design.

    参考文献
    相似文献
    引证文献
引用本文

张心剑.土钉与桩锚复合支护方案设计方法探讨[J].钻探工程,2010,37(11):39-41.
ZHANG Xin-jan. Research on the Design Method of the Combined Retaining Structure of Soil Nailing and Pile-anchor[J]. Drilling Engineering, 2010,37(11):39-41.

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:2010-06-17
  • 最后修改日期:2010-10-21
  • 录用日期:2010-10-31
  • 在线发布日期: 2010-11-24
  • 出版日期: 2010-11-25