The application of distributed optical strain sensing to measure the strain distribution of ground support members

被引:19
作者
Forbes, Bradley [1 ]
Vlachopoulos, Nicholas [2 ]
Hyett, Andrew J. [3 ]
机构
[1] Queens Univ, Geol Sci & Geol Engn Dept, Kingston, ON K7L 3N6, Canada
[2] Royal Mil Coll Canada, Dept Civil Engn, Kingston, ON K7K 7B4, Canada
[3] YieldPoint Inc, Kingston, ON K7M 4W9, Canada
来源
FACETS | 2018年 / 3卷
基金
加拿大自然科学与工程研究理事会;
关键词
distributed optical strain sensing; ground support; rock bolt; cable bolt; strain measurement; strain profile; FULLY-GROUTED BOLTS; BOND STRENGTH; ROCK; FIBER; SHEAR; TEMPERATURE; SELECTION; BEHAVIOR; SENSORS; SYSTEMS;
D O I
10.1139/facets-2017-0093
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
A distributed optical strain-sensing technique is presented as a solution for measuring the strain distribution along ground support members used in tunnelling and mining works. The technique employs a Rayleigh optical frequency domain reflectometry technology, which measures strain at a spatial resolution of 0.65 mm along the length of a standard optical fiber. A rationale for selecting this technology as a potential monitoring technique for ground support elements over alternative commercially available technologies is discussed. The development of a technique to couple optical fiber sensors with rock bolt, umbrella arch, and cable bolt support members is also demonstrated. A robust laboratory investigation of such optically instrumented support members demonstrated the capability of the technique to capture the expected in situ support behaviour in the form of coaxial, lateral, and shear loading arrangements as would be anticipated in the field. Moreover, the micro-scale data obtained by this optical sensing technique are shown to provide unprecedented insight into the local/micro-scale geomechanistic complexities associated with the bearing capacity of ground support members, especially when compared with data obtained by discrete strain-sensing technologies.
引用
收藏
页码:195 / 226
页数:32
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