4.6 Article

Effects of creep characteristics of natural gas hydrate-bearing sediments on wellbore stability

期刊

PETROLEUM SCIENCE
卷 19, 期 1, 页码 220-233

出版社

KEAI PUBLISHING LTD
DOI: 10.1016/j.petsci.2021.10.026

关键词

Natural gas hydrates; Wellbore stability; Creep; Plastic yield

资金

  1. National Natural Sci-ence Foundation of China [51974353, 51991362]
  2. Natural Science Foundation of Shandong Province [ZR2019ZD14]
  3. CNPC's Major Science and Technology Projects [ZD2019-184-0 03]

向作者/读者索取更多资源

The creep characteristics of sediments in NGH-bearing formations lead to increased plastic strain accumulation, thereby affecting wellbore stability.
Natural gas hydrate (NGH) reservoirs consist of the types of sediments with weak cementation, low strength, high plasticity, and high creep. Based on the kinetics and thermodynamic characteristics of NGH decomposition, herein a heat -fluid-solid coupling model was established for studying the wellbore stability in an NGH-bearing formation to analyze the effects of the creep characteristics of NGH-bearing sediments during long-term drilling. The results demonstrated that the creep characteristics of sediments resulted in larger plastic yield range, thus aggravating the plastic strain accumulation around the wellbore. Furthermore, the creep characteristics of NGH-bearing sediments could enhance the effects induced by the difference in horizontal in situ stress, as a result, the plastic strain in the formation around the wellbore increased nonlinearly with increasing difference in in situ stress. The lower the pore pressure, the greater the stress concentration effects and the higher the plastic strain at the wellbore. Moreover, the lower the initial NGH saturation, the greater the initial plastic strain and yield range and the higher the equivalent creep stress. The plastic strain at the wellbore increased nonlinearly with decreasing initial saturation. (c) 2021 The Authors. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/ 4.0/).

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