嵌入
阻力
岩土工程
摩擦角
前线(军事)
地质学
工程类
结构工程
航空航天工程
机械工程
作者
Ying Lai,Yunhan Huang,Robert B. Gilbert,Charles Aubeny
出处
期刊:Journal of Geotechnical and Geoenvironmental Engineering
[American Society of Civil Engineers]
日期:2021-10-19
卷期号:148 (1)
被引量:17
标识
DOI:10.1061/(asce)gt.1943-5606.0002713
摘要
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.
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