Effect of TBM driving parameters on ground surface movements: Channel Tunnel Rail Link Contract 220

被引：0

作者：

Wongsaroj, J. ^{[1
]}

Borghi, F. X. ^{[1
]}

Soga, K. ^{[1
]}

Mair, R. J. ^{[1
]}

Sugiyama, T. ^{[2
]}

Hagiwara, T. ^{[2
]}

Bowers, K. H. ^{[3
]}

机构：

[1] Univ Cambridge, Cambridge, England

[2] Nishimatsu Construct Co Ltd, Tokyo, Japan

[3] Rail Link Engn, London, England

来源：

GEOTECHNICAL ASPECTS OF UNDERGROUND CONSTRUCTION IN SOFT GROUND | 2006年

基金：

英国工程与自然科学研究理事会;

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The aim of this paper is to analyse the causes of ground movements induced by earth pressure balance (EPB) machine driven tunnels. An attempt to link the observed ground movements to the key driving parameters of the EPB machine, such as face pressure as well as shield and tail void grouting pressure, is presented. It was found that volume losses were successfully controlled below the 1% target with face pressures comprised between 20 and 50% of the overburden pressure.

引用

页码：335 / +

页数：2

共 7 条

[1] Channel Tunnel Rail Link: a contract partnership
Cathcart, A
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2003, 156 : 41 - 44
[2] Channel Tunnel Rail Link: Contract 250
Court, David
Concrete (London), 2003, 37 (09): : 9 - 10
[3] Channel Tunnel Rail Link section 2: procurement and contract strategy
Attridge, Mike
Tamber, Harpal
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2007, 160 (06) : 54 - 58
[4] Channel Tunnel Rail Link section 1: ground engineering
O'Riordan, N
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 2003, 156 : 28 - 31
[5] Construction perfoamnce of EPB shield tunnels on channel rail link contract 220 in London
Hagiwara, T.
Minami, T.
Yamazaki, H.
Ano, Y.
Mair, R. J.
Soga, K.
Wongsarioj, J.
Borghi, X.
NEW FRONTIERS IN CHINESE AND JAPANESE GEOTECHNIQUES, 2007, : 170 - 180
[6] Evaluation of prop loads at Channel Tunnel Rail Link Contract 430 - Ashford tunnels
Loveridge, F.
MacDonald, M.
Ground Engineering, 2001, 34 (08): : 38 - 42
[7] Overview of initial ground investigations for the Channel Tunnel high speed rail link
Beckwith, RC
Rankin, WJ
Blight, IC
Harrison, I
ADVANCES IN SITE INVESTIGATION PRACTICE, 1996, : 119 - 144

← 1 →