Liquefaction Around Marine Structures: Development of a Numerical Modelling Framework in OpenFOAM®

Christian Windt, Nils Goseberg, Stefan Schimmels, M. Kudella, Ranjith khumar Shanmugasundaram, Henrik Rusche, V. Vanjakula, F. Adam, Dawid Majewski, Krystyna Kazimierowicz-Frankowska, Michal Pietrzkiewicz, VS Ozgür Kirca, B. Sumer
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Abstract

Wave-induced liquefaction results in significant seabed dynamics and can lead to a complete loss of the bearing capacity of the soil. With the increasing use of marine space for energy harnessing, geotechnical challenges move into focus during the development and planning of such installations. To date, a lack of comprehensive modelling tools for wave-induced liquefaction around marine structures has been observed. This paper documents the efforts in the framework of the NuLI-MAS project to provide such a modelling tool. In particular, this paper presents a numerical implementation of the hydro-geotechnical processes together with a detailed overview of the calibration and validation strategy employing small-and large-scale experimental data, respectively.
海洋结构周围的液化:开发 OpenFOAM® 数值建模框架
波浪引起的液化会导致显著的海底动态变化,并可能导致土壤完全丧失承载能力。随着越来越多地利用海洋空间进行能源利用,岩土工程方面的挑战成为此类设施开发和规划过程中的焦点。迄今为止,针对海洋结构周围波浪诱发液化的综合建模工具还很缺乏。本文记录了在 NuLI-MAS 项目框架内为提供此类建模工具所做的努力。特别是,本文介绍了水文岩土工程过程的数值实施,以及分别采用小型和大型实验数据的校准和验证策略的详细概述。
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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