水泥原位应力和力学性能的测量,无需冷却或降压

M. Meng, L. Frash, J. Carey, Wenfeng Li, N. Welch, Hongtao Zhang
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摘要

准确表征油井水泥力学特性是长期保持井筒完整性的先决条件。目前应用最广泛的技术的缺点是无法测量原位固化环境下的力学性能。我们开发了一种高压高温容器,可以在井下条件下水化水泥,并在任何感兴趣的时间点直接测量其弹性模量和泊松比,而无需冷却或降压。通过用水对该设备进行了验证,获得了2.37 GPa的合理体积模量。纯G级水泥在该设备中进行了7天的水化试验,轴向应力为40 MPa,弹性范围内的实测弹性模量为37.3 GPa,泊松比为0.15。之后,将试样从容器中取出,置于三轴压缩平台中。在相似围压条件下,弹性模量为23.6 GPa, Possion比值为0.26。我们还测量了同一批在环境条件下固化的水泥浆的水泥性能。弹性模量为1.63 GPa,泊松比为0.085。因此,我们发现养护条件对水泥的力学性能有重要影响,而传统的冷却或降压方法可以提供与原位测量有较大差异(相差50%)的力学性能。
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Measurement of Cement in Situ Stresses and Mechanical Properties Without Cooling or Depressurization
Accurate characterization of oilwell cement mechanical properties is a prerequisite for maintaining long-term wellbore integrity. The drawback of the most widely used technique is unable to measure the mechanical property under in situ curing environment. We developed a high pressure and high temperature vessel that can hydrate cement under downhole conditions and directly measure its elastic modulus and Poisson's ratio at any interested time point without cooling or depressurization. The equipment has been validated by using water and a reasonable bulk modulus of 2.37 GPa was captured. Neat Class G cement was hydrated in this equipment for seven days under axial stress of 40 MPa, and an in situ measurement in the elastic range shows elastic modulus of 37.3 GPa and Poisson's ratio of 0.15. After that, the specimen was taken out from the vessel, and setted up in the triaxial compression platform. Under a similar confining pressure condition, elastic modulus was 23.6 GPa and Possion's ratio was 0.26. We also measured the properties of cement with the same batch of the slurry but cured under ambient conditions. The elastic modulus was 1.63 GPa, and Poisson's ratio was 0.085. Therefore, we found that the curing condition is significant to cement mechanical property, and the traditional cooling or depressurization method could provide mechanical properties that were quite different (50% difference) from the in situ measurement.
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