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Low cycle cement fatigue experimental study and the effect on HPHT well integrity

机译:低周水泥疲劳试验研究及其对高温高压井完整性的影响

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Cement sheath is very important to maintain wellbore integrity in high pressure high temperature (HPHT) wells and steam injection wells. Due to the HPHT cycles experienced in the process of hydraulic fracturing, production and steam injection, the failure probability of low cycle cement fatigue is high in these wells and is likely to cause the failure of the zonal isolation and increase the casing failure probability. The experiment was set up to simulate conditions under which cement low cycle fatigue failure can occur. In the test, the casing was applied with zero based cyclic pressure to study the cement failure characteristics. The cement mechanical properties were measured at 14 days curing time under three different conditions: (1) room condition; (2) 167 °F, 14.7 psi; (3) 212 °F, 2610 psi; and used as the input data for finite element method analysis. The cement elastic strain and plastic strain developed in the experimental test was calculated by finite element method and thereby the cement cycles to failure can be predicted based on the strain-cycle relationship. As the confining pressure increase, the cement shows more plasticity and can hold more pressure cycles. At the temperature below 300 °F, the stress developed by thermal expansion has minor effect on the cement low cycle fatigue. The cement with higher Poisson's ratio and lower Young's modulus shows better low cycle fatigue behavior. The results of strain-cycle relationship were applied in HPHT gas wells in south Texas to predict the cement fatigue failure under different operations. This paper proposes the low cycle fatigue failure envelope that can help reduce the cement failure and improve the cement design in HPHT wells and steam injection wells.
机译:水泥护套对于在高压高温(HPHT)井和注汽井中保持井筒完整性非常重要。由于在水力压裂,生产和注汽过程中经历了HPHT循环,这些井中低循环水泥疲劳的破坏概率很高,并且很可能导致区域隔离的破坏并增加了套管破坏的可能性。建立该实验是为了模拟水泥低周疲劳破坏可能发生的条件。在测试中,对套管施加零基循环压力以研究水泥的破坏特性。在三种不同条件下,在14天固化时间下测量水泥的力学性能:(1)室内条件; (2)167°F,14.7磅; (3)212°F,2610 psi;并用作有限元方法分析的输入数据。通过有限元方法计算出在试验中产生的水泥弹性应变和塑性应变,从而可以根据应变-循环关系预测水泥破坏的周期。随着围压的增加,水泥显示出更多的可塑性并可以承受更多的压力循环。在低于300°F的温度下,由热膨胀产生的应力对水泥的低周疲劳影响较小。泊松比较高和杨氏模量较低的水泥表现出较好的低周疲劳性能。将应变-循环关系的结果应用到德克萨斯州南部的HPHT气井中,以预测不同作业条件下的水泥疲劳破坏。本文提出了一种低周疲劳破坏包络线,它可以帮助减少HPHT井和注蒸汽井的水泥破坏并改善水泥设计。

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