Sensitivity Analysis of Offshore Platform Structures Under Varying Scour Depths

Made Suarjana, Willy Kiesin
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Abstract

Several offshore platforms operating in the Java Sea have reported experiencing scour at varying depths, raising concerns about the safety and integrity of these structures. Scouring, an erosion phenomenon that occurs around these offshore platform structures due to their presence, is one of the most common issues encountered. The presence of scour can have a significant impact on the safety of these structures. To comprehend the implications of scour on structural safety, sensitivity analysis proves to be an invaluable tool. Sensitivity analysis establishes a relationship between changes in the safety parameters of the structure, obtained through linear analysis, and the depth of scour. By investigating this connection, sensitivity curves can be generated, enabling a conservative prediction of alterations in the strength parameters of the structure due to scour. In this study, a four-legged jacket platform structure underwent linear analysis under storm and seismic conditions using the SACS software. The scour phenomenon was simulated by adjusting the mudline's elevation beneath the structure, modifying the pile coordinates, reducing the length of piles beneath the mudline, and accounting for soil characteristics at each scour depth in the model. The sensitivity analysis revealed that the safety factors of the upper structural components, connections, and piles decrease at varying rates corresponding to each component type as the scour depth of the platform increases. By implementing these sensitivity curves, engineers and operators can make informed decisions regarding the maintenance and retrofitting of offshore platform structures to ensure their ongoing safety and structural integrity in the face of scour-related challenges. This research provides valuable insights into the critical relationship between scour depth and structural safety, enhancing our ability to protect offshore operations in the Java Sea and similar environments.
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不同冲刷深度下近海平台结构的敏感性分析
在爪哇海作业的几个近海平台报告称,在不同深度出现了冲刷现象,这引起了人们对这些结构的安全性和完整性的担忧。冲刷是由于海上平台结构的存在而在其周围出现的一种侵蚀现象,是最常见的问题之一。冲刷的存在会对这些结构的安全性产生重大影响。为了理解冲刷对结构安全的影响,敏感性分析被证明是一种非常有价值的工具。灵敏度分析可确定通过线性分析获得的结构安全参数变化与冲刷深度之间的关系。通过研究这种关系,可以生成灵敏度曲线,从而对冲刷导致的结构强度参数变化进行保守预测。在本研究中,使用 SACS 软件对暴风雨和地震条件下的四脚夹层平台结构进行了线性分析。通过调整结构下的泥浆线标高、修改桩基坐标、减少泥浆线下的桩基长度以及考虑模型中各冲刷深度的土壤特性,模拟了冲刷现象。灵敏度分析表明,随着平台冲刷深度的增加,上部结构部件、连接件和桩的安全系数会随着各部件类型的不同而降低。通过实施这些敏感性曲线,工程师和运营商可以就海上平台结构的维护和改造做出明智的决策,以确保其在面对冲刷相关挑战时的持续安全性和结构完整性。这项研究为了解冲刷深度与结构安全之间的重要关系提供了宝贵的见解,提高了我们保护爪哇海及类似环境中近海作业的能力。
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