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Behavior of Piggy-Backed Drag Embedment Anchors in Marine Soils
AbstractThis 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 experime...
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Published in: | Journal of geotechnical and geoenvironmental engineering 2022-01, Vol.148 (1) |
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container_title | Journal of geotechnical and geoenvironmental engineering |
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creator | Lai, Ying Huang, Yunhan Gilbert, Robert B Aubeny, Charles P |
description | AbstractThis 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. |
doi_str_mv | 10.1061/(ASCE)GT.1943-5606.0002713 |
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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.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)GT.1943-5606.0002713</doi><orcidid>https://orcid.org/0000-0003-1012-1992</orcidid></addata></record> |
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source | ASCE美国土木工程师学会电子期刊和会议录 |
subjects | Anchors Aquatic soils Capacity Drag Embedment Mathematical models Prediction models Soil Technical Papers |
title | Behavior of Piggy-Backed Drag Embedment Anchors in Marine Soils |
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