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The Vertical Holding Capacity of Marine Anchors in Sand and Clay Subjected to Static and Cyclic Loading

机译：静载荷下砂土中船用锚杆的竖向承载力

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The purpose of this investigation was to experimentally measure and then to evaluate the influence, if any, of different loading conditions on the vertical holding capacity of marine anchors embedded in sand and in clay. Small and medium scale indoor laboratory tests and outdoor field tests in a specially constructed tank facility were conducted. The predictions for the holding capacity for anchors in clay and in sand in the shallow mechanism of failure and also for anchors in clay in the deep mechanism, when subjected to static loadings, are found to be in good agreement with cited previous formulas. (Author)

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作者
Bemben, S. M.; Kupferman, M.; Kalajian, E. H.;
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年度 1971
页码 p.1-266
总页数 266
原文格式 PDF
正文语种 eng
中图分类
关键词
Anchors(Marine) ; Performance(Engineering) ; Sand ; Clay ; Design ; Friction ; Ocean bottom ; Sedimentation ; Mooring ; Test methods ; Creep;

机译：锚（海洋）;性能（工程）;砂;粘土;设计;摩擦;海底;沉积;系泊;试验方法;蠕变;

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3. A numerical study of capacity and stiffness of circular skirted foundations in clay subjected to combined static and cyclic general loading [J] . Skau K. S., Chen Y., Jostad H. P. Geotechnique . 2018,第3期

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5. Bearing capacity and settlement behaviour of footings subjected to static and seismic loading conditions in unsaturated sandy soils. [D] . Mohamed, Fathi Mohamed Omar. 2014

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8. The Influence of Geometry and Size on the Static Vertical Pullout Capacity of Marine Anchors Embedded in Very Loose, Saturated Sand [R] . Timar, J. G., Bemben, S. M. 1973

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The Vertical Holding Capacity of Marine Anchors in Sand and Clay Subjected to Static and Cyclic Loading

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