Uplift of Anchor Plates in Sand
Citations
231 citations
Cites background or methods from "Uplift of Anchor Plates in Sand"
...In the case of horizontal anchors, the failure mechanism is generally assumed to be a logarithmic spiral in shape (Murray and Geddes 1987), and the distribution of stress is obtained either by using Kotter’s equation (Balla 1961) or by making an assumption regarding the orientation of the resultant force acting on the failure plane....
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...librium solution of Murray and Geddes (1987)....
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...A comparison between the finite element lower bound and the model anchor tests of Murray and Geddes (1989) is...
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Cites background or methods from "Uplift of Anchor Plates in Sand"
...Various prediction formulae based on an assumed failure mechanism have also been proposed (e.g. Vermeer & Sutjiadi, 1985; Trautmann et al., 1985; Murray & Geddes, 1987)....
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...Results for rectangular plate anchors reported by Murray & Geddes (1987) and Rowe & Davis (1982) suggest that this aspect ratio is sufficient to eliminate end effects, thus simulating plane-strain conditions....
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122 citations
References
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