首页> 外文会议>Offshore Technology Conference 2006: New Depths. New Horizons vol.2 >Centrifuge Testing on Suction Anchors: Double-Wall, Over-Consolidated Clay, and Layered Soil Profile
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Centrifuge Testing on Suction Anchors: Double-Wall, Over-Consolidated Clay, and Layered Soil Profile

机译:吸力锚的离心机测试:双壁,超固结粘土和分层土壤剖面

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This paper presents partial results of two series of centrifuge tests that were performed on suction anchors. The first series addressed the specific conditions of the Mad Dog Cluster 2 anchors on the Sigsbee Escarpment (Berger et al 2006, Jeanjean et al 2006, and Schroeder et al 2006). Tests were performed for soil conditions, anchor geometry, attachment points, and loading angles closely matching the Mad Dog design parameters. The results provided a means of calibrating and validating the design method and failure mechanisms. The second series of tests was performed on double-wall anchors and allowed the separation of the three components of capacity: outside friction, inside friction, and reverse end bearing. Results gave insights into the failure mechanism of vertically loaded anchors and suggest that the traditional procedures for determining outside skin friction appear to be conservative.
机译:本文介绍了在吸力锚上进行的两个系列离心机测试的部分结果。第一个系列解决了Sigsbee悬崖上Mad Dog Cluster 2锚的特定条件(Berger等,2006; Jeanjean等,2006; Schroeder等,2006)。对土壤条件,锚的几何形状,附着点和与Mad Dog设计参数非常匹配的加载角度进行了测试。结果提供了一种校准和验证设计方法和失效机制的方法。第二系列的测试是在双壁锚上进行的,并允许将承载力的三个部分分离:外部摩擦,内部摩擦和反向端轴承。结果提供了对垂直加载锚的破坏机制的见解,并表明确定外部皮肤摩擦的传统方法似乎是保守的。

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