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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >STABILITY CONSIDERATIONS AND CASE STUDIES OF SUBMERGED STRUCTURES CONSTRUCTED FROM LARGE, SAND FILLED, GEOTEXTILE CONTAINERS
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STABILITY CONSIDERATIONS AND CASE STUDIES OF SUBMERGED STRUCTURES CONSTRUCTED FROM LARGE, SAND FILLED, GEOTEXTILE CONTAINERS

机译:大型砂土填充容器构成的水下结构的稳定性考虑和案例研究

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摘要

The use of large, sand filled geotextile containers for the construction of offshore structures is gaining acceptance as a cost effective method of submerged breakwater or reef construction. This method of construction is partuicularly well suited for multipurpose structures where the intent is to provide breakwater-like wave attenuation and shore protection while at the same time providing recreational amenities such as ecological enhancment or surfing. Because the materials and methods used in these structures is relatively new, design guidance is lacking. This paper discusses the general stability considerations for submerged structures constructed from sand filled geotextile containers (SFCa€?s) and describes a method of assessing container stability through the use of numerical models and empirically derived stability formulae. The paper also describes lessons learned from case studies of four very differnt examples of this type of construction.
机译:使用大型的,充满沙子的土工织物的容器来建造海上结构,已被接受为一种经济有效的水下防波堤或礁石建造方法。这种构造方法特别适合用于多功能建筑物,其目的是提供类似防波堤的波浪衰减和海岸保护,同时提供娱乐设施,例如生态增强或冲浪。由于这些结构中使用的材料和方法相对较新,因此缺乏设计指导。本文讨论了用沙子填充的土工织物容器(SFCa?s)构造的水下结构的一般稳定性注意事项,并介绍了一种通过使用数值模型和经验推导的稳定性公式评估容器稳定性的方法。本文还描述了从案例研究中汲取的教训,这些案例研究来自于这种结构的四个截然不同的示例。

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