The performance of pressure cells for sprayed concrete tunnel linings

被引:15
作者
Clayton, CRI [1 ]
Van der Berg, JP
Heymann, G
Bica, AVD
Hope, VS
机构
[1] Univ Southampton, Dept Civil & Environm Engn, Southampton SO9 5NH, Hants, England
[2] Univ Pretoria, Dept Civil Engn, ZA-0002 Pretoria, South Africa
[3] Univ Fed Rio Grande Sul, Dept Civil Engn, Porto Alegre, RS, Brazil
[4] Univ Surrey, Dept Civil Engn, Guildford GU2 5XH, Surrey, England
来源
GEOTECHNIQUE | 2002年 / 52卷 / 02期
关键词
field instrumentation; tunnels;
D O I
10.1680/geot.52.2.107.40928
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The paper examines the factors that affect the performance of tangential cells embedded in shoterete tunnel linings. New data, derived from field monitoring, numerical modelling, and calibration tests carried out to simulate the embedment and crimping processes, are presented. These suggest that although well-designed embedded total pressure cells will have cell action factors close to unity, they cannot be assumed to provide reasonable estimates of the stresses within sprayed concrete linings, unless the influences of installation effects, temperature changes, shrinkage and subsequent crimping can be taken into account.
引用
收藏
页码:107 / 115
页数:9
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