Relationship of jacking force and average friction with jacking path in pipe-jacking construction
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Relationship of jacking force and average friction with jacking path in pipe-jacking construction
Vol. 29, Issue 4, (2008)
作者机构:
同济大学地下建筑工程系,上海,200092
作者简介:
基金信息:
DOI:
CLC:U231.3
Online First:10 July 2013,
Published:2008
稿件说明:
移动端阅览
XIANG An-tian, ZHU He-hua, DING Wen-qi. Relationship of jacking force and average friction with jacking path in pipe-jacking construction[J]. 2008, 29(4).
DOI:
XIANG An-tian, ZHU He-hua, DING Wen-qi. Relationship of jacking force and average friction with jacking path in pipe-jacking construction[J]. 2008, 29(4).DOI:
Relationship of jacking force and average friction with jacking path in pipe-jacking construction
Jacking force and average friction both are important parameters in pipe-jacking construction
the former can affect construction scheme greatly; the latter can embody whether the construction crafts are good. In the construction of a long distance and large diameter pipe-jacking tunnel with small curvature in Shanghai
jacking forces along jacking path are measured for two pipes. Based on the on-site observation
relationship of jacking force and average friction with jacking path and its influence factors are analyzed. Due to complexity of the influence factors
jacking force increases with violent vibration along jacking path,average friction also vibrates initially at high level. As a result of construction stabilization such as formation of slurry-cover
stabilization of axis-control
and dilution of influence factor along jacking path
average friction decreases quickly and tends to stabilize after initial stage. If construction measures are sound
average friction for long distance pipe-jacking with small curvature can be controlled at a low level. At last
some suggestions about construction are put forward.