隐伏型岩溶强发育区桩基处治方法研究
作者:
作者单位:

(四川省公路规划勘察设计研究院有限公司, 四川 成都 610041)

作者简介:

张金(1987—), 男, 硕士, 工程师, 从事公路桥梁结构设计与研究工作。

通讯作者:

中图分类号:

U443.15

基金项目:


Study on Treatment Methods for Pile foundation in Strong Development Area of Concealed Karst
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:

    粤北灰岩地区岩溶发育强烈,多属隐伏型岩溶,岩溶区桩基处治方法的选用将制约桩基设计和施工的经济合理性。结合隐伏型岩溶强发育区案例区域地形地质条件、区域构筑物施工情况,对岩溶区桩基处治方法进行了适应性分析。对比发现,化学注浆法可提升软弱覆盖层整体性,使溶洞范围形成稳定固结体,桩基满足可施工成孔条件,且可实施性高、经济性好。桩基施工缺陷处治实践案例表明,化学注浆加固方案合理可行,注浆效果最终达到预期目标。

    Abstract:

    The karst in the limestone area of North Guangdong is strongly developed and mostly belongs to the concealed karst. Selection of treatment methods for pile foundation in karst area will restrict the economic rationality of pile foundation design and construction. Combined with the regional topographic and geological conditions, and the regional structure construction conditions in the strong development area of concealed karst, the adaptability of treatment methods for pile foundation in the karst area is analyzed. The comparisons find that the chemical grouting method can enhance the integrity of soft overburden, and the stable consolidating body is formed in the karst cave area. The pile foundation meets the conditions of hole formation for construction, and has the high practicability and good economy. The practical case of treating the construction defects of pile foundation shows that the chemical grouting reinforcement scheme is reasonably practicable, and the grouting effect finally achieves the desired objective.

    参考文献
    相似文献
    引证文献
引用本文

张金,杨俊,姚玉强,陈绍军.隐伏型岩溶强发育区桩基处治方法研究[J].城市道桥与防洪,2021,(8):226-229.

复制
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:2021-01-15
  • 最后修改日期:2021-01-20
  • 录用日期:2021-01-21
  • 在线发布日期: 2025-08-21
  • 出版日期:
关闭