An Experimental Investigation on Shear Strength, Deformation, and Particle Breakage of Carbonate Sand–Concrete Interface through Direct Shear Tests Subjected to Monotonic–Cyclic Thermal Loadings
Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11
Abstract
This paper presents the influence of temperature on the shear response of the carbonate sand–concrete interface to better understand the behavior of energy piles drilled in sandy soils. Direct shear tests were performed on a carbonate sand–concrete interface under monotonic (8°C, 13°C, and 18°C) and cyclic (8°C–18°C) thermal loadings. The monotonic temperature has no impact on the shear stress mobilization. The 10 cyclic thermal cycles result in an overall slight compaction on the sand samples. Sand particle breakage is evaluated by analyzing particle size distribution curves before and after the shear tests. Very few sand particles are crushed during the tests. Shearing under higher normal stress results in more particle breakage; however, the breakage is expected but not significant. The variation of interface friction angles is small after monotonic and cyclic temperature loadings, indicating that the effect of temperature on the friction angles of carbonate sand–concrete interface is nearly negligible.
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Data Availability Statement
The data sets generated during and/or analyzed during the current study are available from the corresponding author on reasonable request.
Acknowledgments
The work reported here is supported by the Open Sharing Fund for the Large-scale Instruments and Equipments of Nanjing University of Aeronautics and Astronautics.
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© 2023 American Society of Civil Engineers.
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Received: Oct 7, 2022
Accepted: Apr 7, 2023
Published online: Sep 5, 2023
Published in print: Nov 1, 2023
Discussion open until: Feb 5, 2024
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