Engineering Properties of Geotextile Sand Containers and Their Effect on Hydraulic Stability and Damage Development of Low-Crested / Submerged Structures

D. T. Dassanayake, H. Oumeraci
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引用次数: 20

Abstract

Despite the considerable development of Geotextile Sand Container (GSC) technology, no proper design guidelines are yet available for the design of GSC-structures on a sound scientific base. This on-going research study aims to focus on developing simplified formulae and a computational tool for the design of GSC-structures. The significance of important engineering properties including the type geotextile material, the sand fill ratio, the interface friction, and their influence on the hydraulic stability of GSC-structures will also be evaluated. For this purpose and in order to better understand the effects of these properties on the hydraulic stability of GSC-structures, a series of systematic laboratory experiments were conducted. In this paper some of the most important findings are discussed, including the implications for the design practice.
土工织物砂容器的工程特性及其对低波峰/水下构筑物水力稳定性和损伤发展的影响
尽管土工织物砂容器(GSC)技术取得了长足的发展,但在科学的基础上,GSC结构的设计尚无合适的设计指南。这项正在进行的研究旨在重点开发简化公式和计算工具,用于gsc结构的设计。分析了土工布材料类型、填砂比、界面摩擦力等重要工程性能对gsc结构水力稳定性的影响。为此,为了更好地了解这些特性对gsc结构水力稳定性的影响,进行了一系列系统的实验室实验。在本文中讨论了一些最重要的发现,包括对设计实践的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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