张景富, 吕英渤, 刘硕琼, 徐明, 张强, 李勇. 水泥环力学参数与载荷间的适应性[J]. 石油钻采工艺, 2016, 38(5): 594-600. DOI: 10.13639/j.odpt.2016.05.010
引用本文: 张景富, 吕英渤, 刘硕琼, 徐明, 张强, 李勇. 水泥环力学参数与载荷间的适应性[J]. 石油钻采工艺, 2016, 38(5): 594-600. DOI: 10.13639/j.odpt.2016.05.010
ZHANG Jingfu, LYU Yingbo, LIU Shuoqiong, XU Ming, ZHANG Qiang, LI Yong. Adaptability among loads and mechanical parameters of cement sheath[J]. Oil Drilling & Production Technology, 2016, 38(5): 594-600. DOI: 10.13639/j.odpt.2016.05.010
Citation: ZHANG Jingfu, LYU Yingbo, LIU Shuoqiong, XU Ming, ZHANG Qiang, LI Yong. Adaptability among loads and mechanical parameters of cement sheath[J]. Oil Drilling & Production Technology, 2016, 38(5): 594-600. DOI: 10.13639/j.odpt.2016.05.010

水泥环力学参数与载荷间的适应性

Adaptability among loads and mechanical parameters of cement sheath

  • 摘要: 为选择水泥环力学参数,保障水泥环封固效能,利用套管- 水泥环- 地层组合体结合有限元力学模型,研究了蠕变地层不同井深条件下水泥环屈服强度、弹性模量、载荷对界面应力及破坏形式的影响,分析了强度、弹性模量与载荷的力学适应性关系。结果表明:套管内加载时井口处水泥环易于发生周向拉伸破坏,井下水泥环则易于发生屈服和出现高的压应力。加载中水泥环发生弹性变形时,水泥环屈服强度对界面各应力不产生影响;弹性模量增加,界面各应力增加。水泥环发生屈服变形时,水泥环屈服强度增加,界面各应力均增大;弹性模量增加,界面接触压力增大,内界面周向应力降低;卸载时井口处水泥环易于发生胶结界面撕裂。水泥环具有低弹性模量、适当屈服强度、高抗拉强度、高胶结界面强度时承载能力高。

     

    Abstract: To identify optimal mechanical parameters and achieve reliable sealing performances of cement sheath, impact of yield strength, elastic modulus, load of cement sheath on interfacial stress and mode of destruction has been studied, and mechanical adaptability among strength, elastic modulus and load have been reviewed, based on the finite-element mechanical model representing the incorporation of casing-cement sheath-formation, in the creep formation at different well depths. Research results show the cement sheath around wellhead is susceptible to circumstantial stretching with load in casing, whereas the downhole cement sheath is susceptible to yield and high compressive stresses. During loading, cement sheath may have elastic deformation, whereas yield strength of the cement sheath may produce no impact on various stresses on interface. At the same time, various stresses on interface may increase with the increase of elastic modulus. When the cement sheath experiences yield deformation, yield strength of the cement sheath may increase, together with the increase in various stresses on interface. When elastic modulus increases, interfacial contact pressure may increase too, whereas the circumferential stress on internal surface may decrease. During unloading, cement sheath around the wellhead may susceptible to tearing of cementation interface. Generally speaking, cement sheaths have low elastic modulus, moderate yield strength, high tensile strength, and high carrying capacity in high cementation interfacial strength.

     

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