Volume 33 Issue 4
Jul.  2021
Turn off MathJax
Article Contents
Xia Xiangdong, Zhang Dan. Sleeve Valve Pipe Grouting in Artificial Filling Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(4): 218-221. doi: 10.3969/j.issn.1007-2993.2019.04.007
Citation: Xia Xiangdong, Zhang Dan. Sleeve Valve Pipe Grouting in Artificial Filling Tunnel[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2019, 33(4): 218-221. doi: 10.3969/j.issn.1007-2993.2019.04.007

Sleeve Valve Pipe Grouting in Artificial Filling Tunnel

doi: 10.3969/j.issn.1007-2993.2019.04.007
  • Received Date: 2019-06-14
  • In a subsurface excavation section of the flood diversion culvert of Fushi Road,the large part of the shallow culvert subsurface excavation is in the artificial fill,and the thickness of the artificial fill at the bottom of some areas is still 2 m.Artificial filling is loose,poor self-stability,easy to collapse,not easy to form holes,and difficult to construct.In order to avoid potential safety hazards caused by artificial filling and reduce tunnel deformation in the later stage of construction,sleeve valve tube grouting technology is used to reinforce the filling layer to ensure the safety of construction and the quality of tunnel engineering.According to the effect of project implementation,sleeve valve pipe grouting reinforcement has better effect on settlement and deformation control of excavation of tunnel in artificial fill.

     

  • loading
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (41) PDF downloads(15) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return