Experimental study on pullout performance of sensing optical fibers in compacted sand. (September 2015)

• Record Type: Journal Article
• Authors: Zhu, Hong-Hu; She, Jun-Kuan; Zhang, Cheng-Cheng; Shi, Bin
• Is Part Of: Measurement. Volume 73(2015:Sep.)
• Page Start: 284
• Page End: 294
• Publication Date: 2015-09
• Subjects: Distributed geotechnical monitoring -- Optical fiber sensor -- Optical fiber–soil interface -- Pullout test -- Confining pressure; Weights and measures -- Periodicals; Measurement -- Periodicals; Measurement; Weights and measures; Periodicals; 530.8
• DOI: 10.1016/j.measurement.2015.05.027
• Languages: English
• ISSNs: 0263-2241

Abstract

Graphical abstract: Highlights: A pullout test method is proposed to study the fiber–soil interface behavior. An explicit tri-linear pullout force–displacement relationship is established. The interface parameters for three sand-embedded optical fibers are obtained. Comparison of the Mohr–Coulomb shear strength parameters is conducted. Abstract: The distributed optical fiber sensing systems have played an increasingly important role in monitoring civil infrastructures over the past few years. One of the main challenges of their applications to geotechnical monitoring is to increase the reliability of strain sensing optical fibers in measuring the deformation of surrounding soil masses. In this paper, a pullout test method is proposed to characterize the deformation compatibility between an optical fiber and soil. A series of pullout tests on three types of sand-embedded optical fibers are conducted to investigate the performance of the fiber–sand interface. Based on the test results, an explicit tri-linear pullout force–displacement relationship is proposed to describe the mechanical behavior of the fiber–sand interface. The performance of the three fibers regarding fiber–sand interaction mechanism is evaluated in terms of ratio of effective pullout displacement to diameter, ratio of residual pullout displacement to diameter, peak shear strength and residual shear strength. All four parameters of the three fibers are found to have approximately linear relationships with the applied confining pressure, which reveals that the deformation compatibility of the fiber–sand interface is utterly dependent on the confining pressure. For all the three fibers, the first shear stiffness coefficient is about 8 N/mm and the ratio of residual to peak shear strength is about 0.5. Furthermore, the Mohr–Coulomb failure criterion is used to get the cohesions and friction angles of the three fiber–sand interfaces. Through a comparison of the pullout performance, one out of three types of fibers tested is found to be more preferable for soil deformation measurement in laboratory-scale tests. The conclusions can provide valuable references for predicting the fiber–soil interface behavior and evaluating the reliability of strain monitoring data.