Centrifuge Modelling of Composite Bucket Foundation Breakwater in Clay under Monotonic and Cyclic Loads

• Published in: Journal of marine science and engineering Vol. 12; no. 3; p. 469
• Main Authors: Jiang, Minmin, Lu, Zhao, Cai, Zhengyin, Xu, Guangming
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 01.03.2024
• Subjects: Bearing capacity; Breakwaters; Centrifuge model; Centrifuges; Clay; Cyclic loads; Deformation; displacement; Engineering; excess pore pressure; Extreme waves; failure mode; Foundation failure; Load; load eccentricity; Pore pressure; Pore water pressure; Rotation; Soil; Soil resistance; Soil strength; Soil structure; Soil testing; Soils; Stress state
• ISSN: 2077-1312; 2077-1312
• DOI: 10.3390/jmse12030469

This study investigates the monotonic and cyclic performance of composite bucket foundation breakwater in clay through centrifuge modeling. The application of monotonic loads simulates extreme wave conditions, and cyclic load corresponds to long-term serviceability conditions. In centrifuge tests, three typical soil strengths were tested, and two load eccentricities were simulated to check the influence of wave force height. Multiple measurements were conducted, including rotation angle, horizontal displacement, vertical settlement, and pore pressure variation. When soil strength increases in monotonic centrifuge tests, the ultimate bearing capacity of the bucket foundation experiences significant growth, and the foundation failure pattern varies. In responding to the monotonic test, the foundation’s rotation center constantly moved downward during the loading process, indicating that the deeper soil would be activated to resist the horizontal loading. In contrast, the rotation center movement in the symmetric centrifuge test was opposed to the non-symmetric test because the deeper soil was required to provide resistance to balance the more severe load under the non-symmetric loading condition. It should be noted that non-symmetric loading does not impact the bucket foundation as seriously as symmetric loading. The utilization of deep-soil resistance in non-symmetric tests is beneficial in controlling deformation.