Technical Papers
Sep 30, 2024

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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International Journal of Geomechanics
Volume 24Issue 12December 2024

History

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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Li Xin, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; Dept. of Engineering Science, Univ. of Chinese Academy of Sciences, Beijing 100049, China. Email: [email protected]
China Shipbuilding NDRI Engineering Co., Ltd., Shanghai 200090, China. Email: [email protected]
Xiaolong Ma, Ph.D. [email protected]
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. Email: [email protected]
Xiang Sun, Ph.D. [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China. Email: [email protected]
Houzhen Wei, Ph.D. [email protected]
Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author). Email: [email protected]

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