Abstract
Abstract Cement sheath design has been undergoing very deep changes for the last five years, mainly thanks to Carbon Capture and Storage (CCS). Indeed, for this application, Operators will have to demonstrate to national regulators that cement sheath can provide zonal isolation not only during the operational phases, but also during another phase: the long term storage. Stakes are as big as the market is, covering CCS plus traditional Oil and Gas market, where harmless operations to the environment know-how has become decisive to open new business opportunities. To ensure zonal isolation, cement system should be properly designed. It should be correctly placed to ensure it is hardening as per designed. Finally, its mechanical properties should be in adequacy with the successive operations the well is submitted to. Many years dominated by rules of thumb to evaluate cement sheath damage have progressively been replaced by engineered methodologies implemented in software. They can be numerical or analytical based, dealing with mechanics of solid or porous media. What should matter are not their pros or cons, but the correct assessment of their limitations to appreciate simulation results. To evaluate stresses a material can withstand before failure, constitutive laws and failure criteria are necessary but not sufficient: Initial state of stress is mandatory as it sets the initial distance from failure. After presenting the state of art and its weaknesses to evaluate cement sheath initial state of stress, this paper presents Total's methodology based on porous mechanics where initial state of effective stress results from cement hydration evolution with time under downhole conditions. The final state of stress is the consequence of the initial state plus additional stresses from operations. This methodology has been implemented in Total's dedicated software and has been successfully applied to design cement sheath on various operations worldwide: One detailed in this paper.
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