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ANALYSIS AND APPLICATION OF EXPONENTIAL STRENGTH CRITERION IN WELLBORE STABILITY INVESTIGATION DURING OIL ANDGAS DEVELOPMENT

机译:油气稳定性调查中指数强度标准的分析与应用

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In engineering practice,a linear poroelasticity stress model in combination with a rock strength criterion is commonly used to determine the minimum and pressure required for ensuring wellbore stability.Therefore,a main aspect of wellbore stability analysis is the selection of an appropriate rock strength criterion.The Mohr-Coulomb criterion is the most widely used strength criterion in rock engineering problems.However,the nonlinear strength characteristics of rocks under high in-situ stress can no longer be accurately described and characterized by traditional strength criteria.Bottom-hole rock strength assessment of deep hole is important for optimization of drilling method,drilling parameters and design of bit-tool.In this paper,the distribution characteristics of rock true triaxial strength test data in the main stress space are studied.Then the exponential strength is used to predict the collapse pressure of wellbore based on the linear elastic wellbore stress model.The research results prove that,the present form of Mohr-Coulomb criterion suffers from two major limitations.Firstly,it represents the strength of rock as a linear function of confining pressure.Secondly,the effect of intermediate principal stress is not considered by this criterion.As a result,the collapse pressure predicted by Mohr-Coulomb criterion is conservative.The effect of intermediate principal stress on rock strength is restricted by o3.Besides,in normal faulting stress regime,horizontal wellbore is most prone to collapse.In reverse faulting regime,the wellbore collapse pressure is smaller when drilling along the direction of horizontal maximum In-situ stress.In strike-slip stress regime,the risk of wellbore instability is highest in vertical wells,while the horizontal borehole is more stable.The quantitative study of drilling fluid density to ensure that the stability of wellbore provides basis and suggestions for well structure,optimization of hole trajectory and reasonable determination of drilling fluid density.
机译:在工程学实践中,通常用于确定确保井眼稳定性所需的最小和压力。因此,井眼稳定性分析的主要方面是选择适当的岩石强度标准。 Mohr-coulomb标准是岩石工程问题中最广泛使用的强度标准。然而,通过传统的强度标准,不能准确地描述和特征在高原位应力下的岩石的非线性强度特性.Bottom-Hole岩石强度评估深孔对于优化钻孔方法,钻探参数和钻头钻头设计是重要的。本文研究了主要应力空间中岩石真三轴强度试验数据的分布特性。该指数强度用于预测基于线性弹性井筒应力模型的井筒塌陷压力。研究结果证明,目前的MoHR-Coulomb标准形式遭受了两个主要限制。首先,它表示岩石的强度作为限制压力的线性函数。第二,该标准不考虑中间主应力的效果。结果,由Mohr-Coulomb标准预测的崩溃压力是保守的。中间主应力对岩石强度的影响受O3.Besides的限制,在正常断力状态下,水平井筒最容易折叠。在逆转故障方案中,倒塌倒塌,沿着水平最大胁迫方向钻孔时井筒坍塌压力较小。在滑动式压力状态下,垂直井中井筒不稳定性的风险最高,而水平钻孔更稳定。钻孔的定量研究流体密度,以确保井筒的稳定性提供井结构的基础和建议,孔轨迹的优化和合理的确定性钻孔液密度。

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