超深硬岩地层井壁失稳的动力学分析模型:本征频率和高应力的影响

DYNAMIC ANALYSIS MODEL OF WELLBORE INSTABILITY IN DEEP TIGHT SANDSTONE: EFFECT OF INTRINSIC FREQUENCY AND HIGH STRESS

  • 摘要: 针对超深致密砂岩地层井壁动力学失稳难题,考虑孔隙流体和硬岩的压缩性、惯性及黏滞耦合作用,建立井筒压力波动条件下井周应力分布公式,建立了超深致密硬岩地层井壁坍塌指数的孔隙弹性动力学模型,分析地层本征频率与高应力对井壁失稳的影响规律。本文提出的孔隙弹性动力学模型预测的地层较传统模型预测的地层更易失稳,且高本征频率、最大地应力高的地层比一般地层更易失稳;揭示了超深硬岩地层井壁突发性失稳力学本质,可为钻井过程中井筒压力控制参数调整提供科学依据。

     

    Abstract: This paper aims to solve the problem of wellbore dynamic instability in ultra deep and dense sandstone formations. The compressibility, inertia, and viscosity coupling effects of pore fluid and hard rock is considered. A stress distribution formula around the wellbore under the condition of wellbore pressure fluctuation is established. A pore elastic dynamic model for wellbore collapse index in ultra deep dense hard rock formations is established. The influence of formation intrinsic frequency and high stress on wellbore instability is analyzed. The pore elastic dynamics model proposed in this article predicts strata that are more prone to instability than traditional models. And strata with high intrinsic frequencies and maximum geostress are more prone to instability than general strata. This paper reveals the mechanical essence of sudden wellbore instability in ultra deep hard rock formations. It provides a scientific basis for adjusting wellbore pressure control parameters during the drilling process.

     

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