Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile
|更新时间:2026-06-25
|
Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile
Vol. 34, Issue 4, (2013)
作者机构:
1. 同济大学 道路与交通工程教育部重点实验室,上海,201804
2. 铁道第三勘察设计院集团有限公司,天津,300251
3. 内蒙古科技大学 国有资产处,内蒙古,包头,014010
作者简介:
基金信息:
DOI:
CLC:TU473
Online First:16 April 2013,
Published:2013
稿件说明:
移动端阅览
HUANG Da-wei, ZHOU Shun-hua, LIU Chong-qing, et al. Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile[J]. 2013, 34(4).
DOI:
HUANG Da-wei, ZHOU Shun-hua, LIU Chong-qing, et al. Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile[J]. 2013, 34(4).DOI:
Analysis of small disturbing construction of protective jacket tube for cast-in-situ bored pile
The small disturbing scheme that rotating and pressing the protective jacket tube to the depth which under the shield tunnel bottom about 3 meter and then boring the hole through the slurry circulating system has been used in the construction of cast-in-situ bored pile
which near to the shield tunnel of Shanghai Metro Line 9. The actual measurement shows that there is no ground loss in the scope of the protective jacket tube when boring the hole. The soil blocked the tube more and more serious with the increase of the depth of the protective jacket tube
and there is some soil squeezed out when the bottom of the tube under the axis of the tunnel
so the tunnel came-up and the vertical ellipse deformation occurred. In order to decrease the influence from the construction of the protective jacket tube
it is suggested that some of the soil should take out from the protective jacket tube when pressing it in the ground.