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Construction of underwater dykes using geotextile containment systems

机译:使用土工织物遏制系统构建水下堤坝

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Rock is the conventional building block for construction of underwater dykes. Recently, geotextiles have been used to contain soils to form units that replace rock as the building blocks of hydraulic structures. Such systems, which include geobags, geomattresses, geotubes and geocontainers, can be economical alternatives to rock. The economics further improve when marine excavations within project sites are used as infill material. Design may be divided into two parts, i.e. internal stability and external stability. Internal stability design involves ensuring each unit remains intact over the design life e.g. the geotextile and seams are strong enough to prevent rupture and soil loss through geotextile is limited. The external stability design concerns the response of the units to external influences e.g. ability to withstand impacting hydrodynamic forces, geotechnical forces, etc. The application of geotextile containment systems to construct underwater dykes is discussed. Two recent projects in Asia are presented.
机译:岩石是用于建造水下堤坝的传统积木。最近,土工织物已被用于含有土壤以形成更换岩石作为液压结构的构建块的单位。这些系统包括Geobags,地理位置,地理管道和地理区内,可以是岩石的经济替代品。当项目网站内的海洋挖掘用作填充材料时,经济学进一步完善。设计可分为两部分,即内部稳定性和外部稳定性。内部稳定性设计涉及确保每个单元在设计寿命中保持完整,例如,土工织物和接缝足以通过土工织物的限制来防止破裂和土壤损失。外部稳定性设计涉及单位对外部影响的响应。讨论了耐受抗冲击力,岩土力等能力。讨论了土工织物遏制系统在构建水下染料的应用。提出了最近的两个项目。

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