Particle Breakage Characteristics of Marine Coral Sand under Cyclic Shear Loading Conditions
Publication: International Journal of Geomechanics
Volume 24, Issue 12
Abstract
Coral sand is widely distributed in offshore oil and gas basins, and beneath the foundations of offshore wind turbines that are exposed to persistent cyclic loads, including wind, ocean waves, and seismic activity. Under these cyclic loads, coral sand is prone to particle breakage, resulting in unexpected differential settlements that potentially threaten the security of offshore structures. A series of cyclic simple shear tests were conducted in this study to investigate the process of coral sand particle breakage during cyclic loading. The findings revealed that the shear stress and shear modulus of coral sand significantly increase after the first cycle, and then increase moderately with the number of loading cycles. Particle breakage becomes more severe as the cyclic shear strain amplitude, vertical stress, and total cycles increase. There is a critical shear rate that induces significant particle breakage, leading to a more regular particle shape in coral sand. The detachment interlocking and mechanical grinding models are proposed for analyzing the mechanism of the particle breakage in coral sand under cyclic loading. The level of input energy that controls the particle breakage in coral sand is set based on analysis of the energy dissipation.
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Data Availability Statement
All data generated during the study are available from the corresponding author by request.
Acknowledgments
This research was supported by the Key Technologies R&D Program of Guangxi (GUIKE AB22080073).
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© 2024 American Society of Civil Engineers.
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Received: Jan 10, 2024
Accepted: Jun 14, 2024
Published online: Sep 30, 2024
Published in print: Dec 1, 2024
Discussion open until: Mar 1, 2025
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