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LNG Containment Dike Design and Monitoring at Southern LNG Elba Island Phase II Expansion

机译:南部LNG厄尔巴岛二期扩建工程中的LNG围堤设计和监测

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The phase II expansion of the Southern LNG Elba Island terminal involved construction of a new storage tank and 3400 linear feet of earthen containment dikes. The dikes, classified as Category I structure, were designed and constructed to contain liquefied natural gas (LNG) in the event of a spill in accordance with the FERC requirements. The site features a layer of very soft clay in the upper 35 feet underlain by loose to medium dense sand layer. The design and construction had to overcome challenges in slope stability, settlement and potential liquefaction. This paper discusses the design considerations and the instrumentation and monitoring program performed during construction.
机译:LNG厄尔巴岛南部LNG终端的第二阶段扩建涉及建造新的储罐和3400线性英尺的土制围堤。根据FERC的要求,堤坝的设计和构造被归类为I类结构,以防泄漏时容纳液化天然气(LNG)。该场地的特征是,在上层35英尺高的土地上,由疏松至中等密度的沙层组成了一层非常柔软的粘土。设计和施工必须克服边坡稳定性,沉降和潜在液化方面的挑战。本文讨论了设计注意事项以及在施工过程中执行的仪器和监控程序。

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