Pile shaft capacity in sand has been observed to decrease significantly under cyclic wave loading... more Pile shaft capacity in sand has been observed to decrease significantly under cyclic wave loading. While the characteristics of the load transfer behavior have been replicated in the laboratory, there is limited understanding of the microscale mechanisms that govern this behavior. Cyclic interface shear tests were performed in which the cementation, soil type, cyclic displacement magnitude, and cyclic loading mode
Pile shaft capacity in sand has been observed to decrease significantly under cyclic wave loading... more Pile shaft capacity in sand has been observed to decrease significantly under cyclic wave loading. While the characteristics of the load transfer behavior have been replicated in the laboratory, there is limited understanding of the microscale mechanisms that govern this behavior. Cyclic interface shear tests were performed in which the cementation, soil type, cyclic displacement magnitude, and cyclic loading mode
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