Use of fibre-optic sensors for simple assessment of ground surface displacements during tunnelling

被引:44
作者
Hauswirth, D. [1 ]
Puzrin, A. M. [1 ]
Carrera, A. [1 ]
Standing, J. R. [2 ]
Wan, M. S. P. [3 ,4 ]
机构
[1] ETH, Inst Geotech Engn, Zurich, Switzerland
[2] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London, England
[3] Crossrail Ltd, London, England
[4] Univ London Imperial Coll Sci Technol & Med, Dept Civil & Environm Engn, London, England
来源
GEOTECHNIQUE | 2014年 / 64卷 / 10期
基金
英国工程与自然科学研究理事会;
关键词
deformation; field instrumentation; tunnels;
D O I
10.1680/geot.14.T.009
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Horizontal strains were measured with high precision during Crossrail tunnel excavation in central London by means of distributed fibre-optic sensors embedded in shallow transverse and longitudinal surface trenches. Validation of these measurements against manual micrometer stick readings demonstrates the benefits of the fibre-optic sensing: high precision at small strains; significantly smaller spatial resolution; and the possibility for automatised measurements over larger spans. In order to further capitalise on these advantages, two additional potential applications of the fibre-optic measurements were investigated: (a) independent assessment of the vertical ground displacements using transverse strain measurements and analytical settlement trough models; and (b) early prediction of the vertical and horizontal ground displacements, using transverse and longitudinal strain measurements and analytical settlement trough models. While understanding that a single case study can only form a basis for limited conclusions, both applications do appear to be feasible.
引用
收藏
页码:837 / 842
页数:6
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