地震作用下移动式自升式钻井平台稳定性的三维建模

I. Vasilev, Nikita Vladislavovich Dubinya, Viktor Andreevich Nachev, D. Alekseev, S. Tikhotskiy
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引用次数: 0

摘要

研究了外部机械冲击对自升式浮式钻井平台稳定性的影响。确保自升式浮式钻井平台(自升式钻井平台)作业的安全是海上油气田开发初期最重要的任务之一。这项工作的目的是模拟钻机的稳定性,无论是在没有外部影响的情况下,还是在受到各种地球动力学过程影响的情况下,钻机在运行模式下的稳定性。采用有限元法对具有复杂粘弹塑性流变特性的海土中自升式钻井平台在外力作用下的稳定性进行了计算。研究结果确定了自升式钻井平台本身及其支架附近土壤区域处于平衡状态和扰动状态时的应力场和应变场的空间分布。平衡静力计算的结果可以分析自升式钻井平台中与稳定性相关的应力和变形的局部区域:从稳定性损失的角度来看,确定了最危险的结构元件。通过对自升式钻井平台支架附近的土壤区域进行分析,可以估计自升式钻井平台安装过程中产生的应力集中区的典型尺寸,并得出关于特定物体地质力学建模所需的力学特性模型的细节要求和可扩展性的结论。获得的动力计算结果-所考虑的系统对模拟远程地震过程的外部影响的响应-使得研究自升式钻井平台稳定性丧失的过程成为可能。确定了描述外部影响的参数的临界值:特别是发现了导致自升式钻井平台失去稳定性的地表地震波的振幅。所获得的结果使得基于特定位置机械过程的数值模拟,制定一种预测海上钻井过程中地震危险的算法成为可能。
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3D Modeling of Stability of Mobile Jack-Up Rigs Under Seismic Impacts
The work is devoted to the study of the influence of external mechanical impacts on the stability of jack-up floating drilling rigs. Ensuring safety when working on jack-up floating drilling rigs (jack-up rigs) is one of the most important tasks at the initial stages of offshore hydrocarbon field development. The aim of the work is simulation of the stability of the rigs, which is in the operating mode, both in the absence of external effects acting on it, and when it is affected by various geodynamic processes. Calculation of jack-up rig stability in sea soil with complex viscoelastoplastic rheology under external mechanical influences was carried out using the finite element method. As a result of the work, the spatial distributions of stress and strain fields were determined both in the jack-up rig itself and in the area of the soil in the vicinity of its supports, in an equilibrium and disturbed state. The results of equilibrium static calculations made it possible to analyze the zones of localization of stresses and deformations in the jack-up rig with respect to stability: the structural elements that are most dangerous from the perspective of stability loss were identified. The analysis of the soil area in the vicinity of the jack-up rig supports made it possible to estimate the typical dimensions of the stress concentration zones arising during the jack-up installation and draw conclusions about the requirements on details and scalability of the model of mechanical properties needed for geomechanical modeling at specific objects. The obtained results of dynamic calculations - the response of theconsidered system to external influences simulating remote seismic processes - made it possible to study the process of loss of jack-up rig stability. The critical values of the parameters describing external influences were determined: in particular, the amplitudes of surface seismic waves leading to the loss of stability of the jack-up rig were found. The obtained results made it possible to formulate an algorithm for predicting seismic hazard during drilling in offshore conditions, based on numerical modeling of mechanical processes at specific locations.
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