井喷后井筒完整性:套管-水泥套-岩层系统内的应力演化

Andreas Michael , Ipsita Gupta
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摘要

对套管-水泥套-岩石地层系统进行可靠的评估是确保井在整个生命周期内井筒完整性的基础。在考虑径向应力和位移连续性的边界条件下,采用多层厚壁圆柱体的解析理论,对套管-水泥套-岩层系统内的总应力分布进行了计算。这些应力分布可以根据井在其生命周期中可能遇到的情况进行调整。套管-水泥套-岩层系统的每一层都要单独评估各种可能的机械破坏机制,所有这些机制都可能损害井筒完整性。井喷发生在失井后,在套管-水泥环-岩层系统中会产生高应力载荷,井喷后井筒压力迅速下降,成功封顶后井筒压力迅速上升。套管和水泥环的损坏会使周围岩层暴露在井筒内的加压流体中,从而有可能导致碳氢化合物钻入地面或海底。综合应力分布模型应用于2010年4月20日墨西哥湾深水mc252 - 1“Macondo井”井喷的参数进行的案例研究。应力演化表明,在井喷后的整个过程中,套管(坍塌/破裂、拉伸/压缩)、水泥环(内部或外部剥离、剪切开裂)和岩层(纵向或横向拉伸裂缝起裂,以及沿近井附近已有断层的剪切滑移)内的机械破坏机制具有稳定性。然而,水泥凝结后,当系统达到径向应力和位移连续性时,表明水泥环层有径向开裂和盘状(拉伸)破坏的趋势。
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Wellbore Integrity After a Blowout: Stress Evolution Within the Casing-Cement Sheath-Rock Formation System

A robust evaluation of the casing-cement sheath-rock formation system is foundational in ensuring wellbore integrity throughout a well's lifecycle. Analytical theory for a multi-layer, thick-walled cylinder is used to evaluate the aggregate stress distributions within the casing-cement sheath-rock formation system, honoring boundary conditions of radial stress and displacement continuity. These stress distributions are adjusted for scenarios that a well may experience in its lifetime. Each layer of the casing-cement sheath-rock formation system is evaluated separately against various possible mechanical failure mechanisms, all of which can compromise wellbore integrity.

A blowout scenario after a mismanaged loss-of-well-control situation induces high stress loads in the casing-cement sheath-rock formation system, with the wellbore pressure rapidly decreasing during post-blowout discharge, followed by a rapid increase following successful well capping. Casing and cement sheath failures can expose the surrounding rock formation to the pressurized fluid inside the wellbore, risking hydrocarbons broaching the surface, or the seafloor. The aggregate stress distribution model is applied on a case study performed using parameters from the MC 252–1 “Macondo Well” blowout from April 20, 2010 in the deepwater Gulf of Mexico. The stress evolution suggests stability against mechanical failure mechanisms within the casing (collapse/burst and tensile/compressive), cement-sheath (inner or outer debonding, and shear cracking), and rock-formation layers (longitudinal or transverse tensile fracture initiation, along with shear-slippage along pre-existing faults in the near-well vicinity), throughout the blowout aftermath. Nevertheless, tendencies towards radial cracking and disking (tensile) failures were indicated for the cement-sheath layer as the system reaches radial stress and displacement continuity, after cement setting.

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