Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine
|更新时间:2026-06-25
|
Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine
Vol. 28, Issue 8, (2007)
作者机构:
1. 同济大学 岩土工程重点实验室地下建筑与工程系,上海,200092
2. 上海理工大学土木系,上海,200093
3. 上海隧道工程股份有限公司,上海,200233
作者简介:
基金信息:
DOI:
CLC:TU411.3
Online First:15 October 2013,
Published:2007
稿件说明:
移动端阅览
ZHU He-hua, XU Qian-wei, LIAO Shao-ming, et al. Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine[J]. 2007, 28(8).
DOI:
ZHU He-hua, XU Qian-wei, LIAO Shao-ming, et al. Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine[J]. 2007, 28(8).DOI:
Experimental study on thrust force during tunnel excavation with earth pressure balance shield machine
Thrust force is an important construction parameter during tunnel excavation with shield machine. It not only determines the advance rate but also influences other working parameters
such as cutter torque and rotation speed
etc. But so far
the research on thrust force
especially on frictional force between soil and shield tube
still does not go into enough depth. Therefore
a special model test scheme on tunnel excavation with earth pressure balance(EPB) shield machine is designed by the authors; while the silt sandy ground in Shanghai area is taken as prototype
then different parameters of shield machine and ground properties can be combined for testing. Based on the test results
studies are carried out to discover the variation law of thrust force
the mechanism of friction between soil and shield tube and its influence factors. Furthermore
Sealing system design and model testing of lining structures for artificial underground gas storage caverns in medium-hard rock strata
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil
Experimental study on drainage performance of reinforced improved soft rock residual soil under rainfall conditions
Model test of deformation and failure mechanism of gravel soil bank slope under rainfall and reservoir water level
Related Author
CAO Xiao-yong
LIU Rui-hui
LI Jian-fei
YE Xin-xin
GENG Jun-yang
TAN Hai-xing
CHEN Huai-lin
YANG Tao
Related Institution
School of Highway, Chang’an University
CCCC First Highway Consultants Co., Ltd.
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC