Numerical Simulation of a Ground Anchor Pullout Test Monitored with Fiber Optic Sensors
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 2
Abstract
This paper presents a comprehensive study of the load transfer mechanism of a soil anchor during pullout test. The anchor was monitored with fiber optic sensors installed along the tendon and embedded in the grout, which enabled continuous measurements of strains with a spatial resolution of about 10 mm. The measured strain profile along the tendon indicates that the load is not transferred from the tendon to the grout at the same rate along the fixed length. Crack development was verified by measured peaks along the longitudinal strain profile. The in situ measurements were compared with results from finite-element simulations contributing to the interpretation of the in situ results. The load–displacement curves and strain distributions obtained with the numerical simulations compare well with measurements. The constitutive model selected for the grout is capable of reproducing the crack development and the numerical simulations suggest that debonding occurred during the anchor pullout test.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request (in situ measurements and the numerical results).
Acknowledgments
The results presented herein have been developed within the framework of the FFG-Project (Bridge-24 No. 858505) with the support of ÖBB Infrastruktur and Asfinag.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Jan 9, 2020
Accepted: Aug 25, 2020
Published online: Nov 25, 2020
Published in print: Feb 1, 2021
Discussion open until: Apr 25, 2021
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