Experimental evaluation of a distributed Brillouin sensing system for measuring extensional and shear deformation in rock |
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| Affiliation: | 1. Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Ontario, Canada;2. Centre for Hydrogeology and Geothermics (CHYN), University of Neuchâtel, Neuchâtel, Switzerland;3. Department of Earth & Environmental Sciences, University of Waterloo, Waterloo, Ontario, Canada;4. Bharti School of Engineering, Laurentian University, Sudbury, Ontario, Canada;1. CHYN – Centre for Hydrogeology and Geothermics, Laboratory of Geothermics and Geodynamics, University of Neuchâtel, Switzerland;2. ISTE – Institute of Earth Sciences, University of Lausanne, Switzerland;3. CEED – Centre for Earth Evolution and Dynamics, University of Oslo, Norway;1. University of Cassino and Southern Lazio, Department of Electrical and Information Engineering, Cassino, FR, Italy;2. University of Salerno, Department of Industrial Engineering, Fisciano, SA, Italy;3. University of Sannio, Department of Engineering, Benevento, BN, Italy;1. Key Laboratory of Petroleum Resources Research, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China;2. Institute of Atmospheric Physics, Chinese Academy of Sciences, Beijing 100029, China;3. University of Chinese Academy of Sciences, Beijing 100049, China;4. State Key Laboratory of Petroleum Resource and Prospecting, Beijing 102249, China |
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| Abstract: | Distributed Brillouin sensing systems (DBSs) have growing applications in engineering and are attracting attention in the field of underground structures, including mining. The capability for continuous measurements of strain over large distances makes DBSs a promising monitoring approach for understanding deformation field evolution within a rock mass, particularly when the sensor is installed away from excavation damaged zone (EDZ). A purpose-built fiber optic sensing cable, a vital component of DBSs, was assessed in laboratory conditions.A test program was performed to observe DBSs response to various perturbations including strain and joint movements, including opening and shearing of joints. These tests included assessment of the strain-free cable response and the application of extensional and lateral displacement to various sensing cable lengths (strained lengths), from 1 m down to 1 cm. Furthermore, tests were done to evaluate the time-dependent behavior of the cable and to observe the effect of strain transfer using a soft host material (e.g. a soft grout) under lateral displacement.The noise level of the DBSs range was ±77 με, determined through repeated measurements on an unstrained cable. Stretching test results showed a clear linear correlation between applied strain and Brillouin frequency shift change for all strained lengths above half the spatial resolution of the DBSs. However, for strained lengths shorter than half the spatial resolution, no strain response was measurable and this is due to the applied internal signal processing of the DBSs to detect peak Brillouin gain spectrum and noise level. The stability with time of the measurements was excellent for test periods up to 15 h.Lateral displacement test results showed a less consistent response compared to tension tests for a given applied displacement. Although the Brillouin frequency shift change is correlated linearly with the applied displacement in tension, it shows a parabolic variation with lateral displacement. Moreover, the registered frequency response (correlated with strain) of the system decreased significantly when the sensing cable was embedded in a sand-filled tube compared with direct cable displacement. |
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| Keywords: | Brillouin frequency shift SMARTprofile? DiTeSt? Spatial resolution Displacement Strain |
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