首页> 外文会议>World Organization of Dredging Associations(WODA) World Dredging Congress; 20070527-0601; Lake Buena Vista,FL(US) >AN OVERVIEW OF DRAG EMBEDDED ANCHOR HOLDING CAPACITY FOR DREDGING AND OFFSHORE APPLICATIONS
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AN OVERVIEW OF DRAG EMBEDDED ANCHOR HOLDING CAPACITY FOR DREDGING AND OFFSHORE APPLICATIONS

机译:拖曳和海上应用的拖曳嵌入式锚固能力概述

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Dredging and mining is shifting to deeper waters. For dredging with TSHD's the limit is around 150 m of water depth, but for mining the water depth can be hundreds or even thousands of meters. New technologies have to be developed or copied and adapted from the offshore industry'. At the Delft University, Offshore Engineering, students carry out research into many subjects related to moorings and mooring systems, like: 1. The holding capacity of drag anchors in sand. 2. The holding capacity of drag anchors in clay. 3. The holding capacity and operations of suction anchors.4. The use of the catenary equation in moorings.5. The methodology about choosing the right anchor for different purposes.6. The methodology about choosing the right anchor line for different purposes and conditions.7. The methodology about designing an anchoring system for FPSO's.8. The methodology about designing an anchoring system for SPAR's.9. The methodology about designing an anchoring system for Semi-Sub's.In dredging and offshore anchors are used for positioning, but also for operations (the cutter suction dredger). In all cases it is evitable that a proper estimation of the holding capacity is very useful when designing the application.The holding capacity of anchors depends on the digging depth, the soil mechanical properties end of course the dimensions and the shape of the anchor. The digging depth also depends on the soil mechanical properties and the shape of the anchor. Now the first question is of course how is the digging depth related to the soil mechanical properties and the shape of the anchor and the second question is, how does this relate to the holding capacity.By means of deriving the equilibrium equations of motion of the anchor and applying the cutting theories, the digging behavior of anchors can be simulated. The main challenges are how to model the shape of the anchor and how to apply the existing cutting theories to this complex shape. This paper gives a first attempt to derive equilibrium equations based on the cutting theory of Miedema (1987).
机译:疏and和采矿正在转移到更深的水域。对于使用TSHD进行挖泥,极限深度约为150 m,但是对于采矿,极限深度可能为数百米甚至数千米。必须开发或复制新技术,并从海上工业中改编新技术。在代尔夫特大学海洋工程学院,学生们对许多与系泊和系泊系统有关的主题进行研究,例如:1.阻力锚在沙子中的保持能力。 2.阻力锚在粘土中的保持能力。 3.吸力锚的承受能力和操作。4。系泊链中悬链线方程的使用5。为不同目的选择合适锚点的方法6。为不同的目的和条件选择正确的锚线的方法7。为FPSO设计锚固系统的方法8。为SPAR设计锚定系统的方法9。为Semi-Sub设计锚固系统的方法。在疏ed和海上锚固中,既用于定位,也用于操作(绞吸式挖泥船)。在所有情况下,不可避免的是,在设计应用程序时,非常有必要对保持力进行估算。锚的保持力取决于挖掘深度,土壤力学性质以及锚的尺寸和形状。挖掘深度还取决于土壤的机械特性和锚的形状。现在,第一个问题当然是挖掘深度与土壤力学特性和锚固件的形状有何关系,第二个问题是挖掘深度与保持力有何关系。通过推导土壤运动平衡方程的方法锚和应用切割理论,可以模拟锚的挖掘行为。主要挑战是如何对锚的形状进行建模,以及如何将现有的切削理论应用于这种复杂的形状。本文首次尝试根据Miedema(1987)的切割理论推导平衡方程。

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