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Effect of curing conditions on the mechanical properties of cement class G with the application to wellbore integrity

机译:养护条件对G级水泥力学性能的影响及其在井筒完整性中的应用

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摘要

Wellbore integrity is highly dependent on the integrity of the cement sheath which plays an essential role in preventing any communication between the formation fluids and the surrounding environment. Mechanical failure of the cement sheath within a wellbore is influenced and governed by many factors including cement mechanical properties. However, the paucity of cement class G mechanical parameters including lack of experimental data under different confining pressure, tensile properties, and the effect of curing temperatures on the long-term cement mechanical properties are impediments to the numerical simulations in wellbore integrity assessments. Therefore, this study expands the cement class G mechanical properties inventory. This paper investigates the mechanical behaviour of cement class G at two different curing temperatures (30℃ and 70℃) at the age of 28 days. The effect of both the curing regime and confining pressures (15 MPa and 30 MPa) on the strength and post-peak response of the cement under compression are examined. The measurement of tensile capacity and fracture energy performing indirect three-point bending tests along with the challenges involved with measuring fracture energy and modifications incorporated to the three-point bending test set-up, are explored. The obtained experimental were interpreted and subsequently utilised as input data for a constitutive model specifically formulated for modelling geo-materials such as cementitious materials and validated by numerical analysis.
机译:井筒的完整性高度依赖于水泥护套的完整性,而水泥护套的完整性在防止地层流体与周围环境之间的任何连通方面起着至关重要的作用。井筒内的水泥护套的机械故障受包括水泥机械性能在内的许多因素影响和控制。但是,缺乏G类水泥力学参数,包括缺乏在不同围压,拉伸性能和固化温度对长期水泥力学性能的影响的实验数据,这阻碍了井筒完整性评估中的数值模拟。因此,这项研究扩大了水泥的G级力学性能清单。本文研究了G级水泥在28天的两种不同固化温度(30℃和70℃)下的力学行为。研究了固化方式和围压(15 MPa和30 MPa)对压缩后水泥强度和峰后响应的影响。探索了进行间接三点弯曲测试的抗拉能力和断裂能的测量方法,以及测量断裂能和三点弯曲测试装置所包含的改进方法所面临的挑战。解释获得的实验,然后将其用作本构模型的输入数据,该本构模型是专门为模拟诸如胶凝材料等土工材料而设计的,并通过数值分析进行了验证。

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