Chapter
Feb 21, 2020
Geo-Congress 2020

Assessing the Frictional Resistance between Fiber-Optic Sensor Cable and Different Soil Types

Publication: Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization (GSP 317)

ABSTRACT

Fiber-optic sensing systems embedded in soil are widely used to detect surrounding events via wave propagation through the soil media. Sensor cable performance is likely a function of coupling between the sensor and the surrounding soil. The purpose of this research is to evaluate the friction resistance between the cable sensor and the confining soil under controlled laboratory conditions, as greater resistance can correlate to better coupling. The cable used for this study was a 0.5-in. diameter industry standard, armored, 24-strand fiber-optic cable with a rubber-coated jacket. Gravel, sand, clay, and flowable fill were tested to illustrate geological variability of the soil-sensor characteristic behavior. To assess the pull-out stress, a test apparatus consisting of an acrylic box with 6-in. x 9-in. x 12-in. interior dimensions was designed for this study. Openings on the two 6-in. x 9-in. faces allowed the cable to pass through, 3-in. from the bottom and side edges. Soil moisture contents and densities were selected to match field conditions. The cable was axial strained at a rate of 0.126 in. per minute. The peak strength and residual pull-out strengths were monitored and recorded using a load-cell and a sampling rate of 2 kHz. Results showed the soils had peak resistances between 2.0 and 5.3 psi. The three flowable fill specimens varied greatly, resistances ranging between 30 and 90 psi along the cable.

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ACKNOWLEDGEMENTS

The authors wish to thank J. Smith, D. Mockbee, C. Williams, and W. Rowland for their contributions. This work was funded under 6.2 T40 Subterranean Threat Assessment by Rapid Sensing (STARS) program. Permission to publish was granted by Director, Geotechnical and Structures Laboratory, with unlimited distribution.

REFERENCES

Al-Khazaali, Mohammed, and Sai K. Vanapalli. "A Novel Experimental Technique to Investigate Soil–Pipeline Interaction under Axial Loading in Saturated and Unsaturated Sands." Geotechnical Testing Journal 43, no. 1 (2019a).
Al-Khazaali, Mohammed, and Sai K. Vanapalli. "Axial force–displacement behaviour of a buried pipeline in saturated and unsaturated sand." Géotechnique(2019b): 1-18.
ASTM International. ASTM C39/C39M-18 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken, PA; ASTM International, 2018.
Miah, K; Potter, D. A Review of Hybrid Fiber-Optic Distributed Simultaneous Vibration and Temperature Sensing Technology and Its Geophysical Applications. Sensors. 2017, 17, 1-25
Zhang, C.C.; Zhu, H.H.; Shi, B.; She, J.K. Interfacial characterization of soil-embedded optical fiber for ground deformation measurement. Smart Material Structures. 2014, 23, 095022.
Zhu, H.H.; Shi, B.; Zhang, J.; Yan, J.F.; Zhang, C.C. Distributed fiber optic monitoring and stability analysis of a model slope under surcharge loading. Journal of Mountain Science. 2014, 11, 979–989.

Information & Authors

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Published In

Go to Geo-Congress 2020
Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization (GSP 317)
Pages: 164 - 171
Editors: James P. Hambleton, Ph.D., Northwestern University, Roman Makhnenko, Ph.D., University of Illinois at Urbana-Champaign, and Aaron S. Budge, Ph.D., Minnesota State University, Mankato
ISBN (Online): 978-0-7844-8280-3

History

Published online: Feb 21, 2020

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Authors

Affiliations

Katherine E. Winters, Ph.D., M.ASCE [email protected]
P.E.
Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, Vicksburg, MS. E-mail: [email protected]
Meghan C. Quinn [email protected]
P.E.
Cold Regions Research and Engineering Laboratory, U.S. Army Engineer Research and Development Center, Hannover, NH. E-mail: [email protected]
Oliver-Denzil S. Taylor, Ph.D., M.ASCE [email protected]
P.E.
Geotechnical and Structures Laboratory, U.S. Army Engineer Research and Development Center, Vicksburg, MS. E-mail: [email protected]

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