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Seismic Design of Anchored Bulkheads: Tieback Bulkhead Example

机译:锚定舱壁的抗震设计:绑背舱壁示例

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Seismic design procedures and recommendations for bulkheads are sparse and can be inconsistent. Therefore, the Seismic Design of Bulkheads (SDB) Task Committee was established under the Ports and Harbors Committee of the Coasts, Oceans, Ports, and Rivers Institute of the American Society of Civil Engineers. The SDB Task Committee performed a comprehensive literature review, evaluated the current standard of practice, and developed a set of guidelines and recommendations for seismic design of planar flexible bulkheads, compiled in a manual of practice. To illustrate the manual's application, an example design of a tieback bulkhead using both the limit equilibrium method and the soil spring method is provided. The example considers a large combi-bulkhead retaining multiple layers of liquefiable soils. This paper presents the manual's example and describes the process of developing the geotechnical forces and applying the forces to the structural elements of the bulkhead in accordance with the manual's recommendations.
机译:舱壁的抗震设计程序和建议很少,可能会不一致。因此,在美国土木工程师协会海岸,海洋,港口和河流研究所的港口委员会下成立了舱壁抗震设计任务委员会。 SDB任务委员会进行了全面的文献审查,评估了当前的实践标准,并制定了一套针对平面挠性舱壁的抗震设计的准则和建议,并在实践手册中进行了汇编。为了说明本手册的应用,提供了同时使用极限平衡法和土弹簧法的回结式隔壁的示例设计。该示例考虑了一个保留有多层可液化土壤的大型组合式集运站。本文以手册为例,介绍了根据手册的建议开发岩土力并将力施加到舱壁的结构元件上的过程。

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