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Behavior of Piggy-Backed Drag Embedment Anchors in Marine Soils

Ying Lai, Yunhan Huang, Robert B. Gilbert, Charles P. Aubeny

2021Journal of Geotechnical and Geoenvironmental Engineering20 citationsDOI

Abstract

This paper summarizes the analytical and experimental results of piggy-backed drag embedment anchors composed of two drag embedment anchors. Drag embedment tests with piggy-backed drag embedment anchors were performed with the spacing between the two anchors at 5.4 fluke length. The experimental results provide a validation of analytical model. The study reveals that: (1) the calibrated piggy-backed prediction model can predict the capacity, trajectory, and pitch of the front and back anchor in the piggy-backed configuration, and (2) the total capacity of the piggy-backed drag embedment anchors can be greater than twice the capacity of an individual anchor because the piggy-back arrangement forces the front anchor to mobilize more rotational resistance than when it is free to rotate as an individual anchor.

Topics & Concepts

EmbedmentDragGeotechnical engineeringFriction angleFront (military)GeologyEngineeringStructural engineeringAerospace engineeringMechanical engineeringGeotechnical Engineering and Soil StabilizationGeotechnical Engineering and Soil MechanicsStructural Behavior of Reinforced Concrete
Behavior of Piggy-Backed Drag Embedment Anchors in Marine Soils | Litcius