石油学报 ›› 2019, Vol. 40 ›› Issue (9): 1085-1094.DOI: 10.7623/syxb201909006

• 油田开发 • 上一篇    下一篇

天然气水合物沉积物等效变弹性模量损伤本构模型

祝效华1, 孙汉文1, 赵金洲1, 张烈辉1, 张爽2   

  1. 1. 西南石油大学机电工程学院 四川成都 610500;
    2. 中国石油集团安全环保技术研究院有限公司 北京 102206
  • 收稿日期:2018-07-25 修回日期:2019-02-27 出版日期:2019-09-25 发布日期:2019-10-15
  • 通讯作者: 祝效华,男,1978年7月生,2000年获西南石油学院学士学位,2005年获西南石油大学博士学位,现为西南石油大学教授、博士生导师,主要从事管柱力学和井下工具力学方面的科研与教学工作。Email:zxhth113@163.com
  • 作者简介:祝效华,男,1978年7月生,2000年获西南石油学院学士学位,2005年获西南石油大学博士学位,现为西南石油大学教授、博士生导师,主要从事管柱力学和井下工具力学方面的科研与教学工作。Email:zxhth113@163.com
  • 基金资助:

    国家自然科学基金项目(No.51674214)、四川省青年科技创新研究团队项目(2017TD0014)和四川省科技计划国际合作计划项目(2016HH0008)资助。

Damage constitutive model of equivalent variable elastic modulus for gas hydrate sediments

Zhu Xiaohua1, Sun Hanwen1, Zhao Jinzhou1, Zhang Liehui1, Zhang Shuang2   

  1. 1. School of Mechatronic Engineering, Southwest Petroleum University, Sichuan Chengdu 610500, China;
    2. CNPC Research Institute of Safety and Environment, Beijing 102206, China
  • Received:2018-07-25 Revised:2019-02-27 Online:2019-09-25 Published:2019-10-15

摘要:

准确描述水合物沉积物的变形规律和力学性质是经济安全开发天然气水合物资源的重要前提。天然气水合物沉积物受到有效围压和水合物含量等多种因素的影响从而表现出应变软化和应变硬化两种力学特性。为精确描述其变形特性,基于复合材料细观力学混合率理论和岩石孔隙损伤理论,考虑岩石统计损伤,考虑水合物含量、围压和沉积物内部孔隙变化对天然气水合物沉积物力学性质的影响,结合水合物沉积物的微元强度统计分布规律,建立了天然气水合物沉积物等效变弹性模量损伤本构模型,并建立了全部参数的确定方法。与已有实验研究结果对比表明,该模型不仅可以很好描述水合物沉积物的变形规律和力学特性,且具有模型参数易于确定、便于使用的优点。所建模型可用于水合物沉积物破碎工艺选择中的破碎模拟和破碎成孔中的孔稳定性分析评估,对非成岩天然气水合物的经济安全开采具有一定推动作用。

关键词: 天然气水合物, 本构模型, 统计损伤, 屈服强度, 力学响应

Abstract:

Accurately describing the deformation laws and mechanical properties of hydrate sediments is an important prerequisite for the economical and safe development of natural gas hydrate resources. The methane hydrate bearing sediments are affected by many factors such as effective confining pressure and gas hydrate content, thus showing two mechanical properties, i.e., strain softening and hardening. In order to accurately describe its deformation characteristics, based on theories of the micromechanics mixing rate of composite and the rock pore damage theory, considering the statistical damage of rock, considering the influences from gas hydrate content, confining pressure and pore changes in sediments on the mechanical properties of methane hydrate bearing sediments, and combined with the statistical distribution of the micro-unit strength, the damage constitutive model of equivalent variable elastic modulus for methane hydrate bearing sediments was established, and the determination method of all parameters was established. Compared with the experimental results, it is shown that this model not only can well describe the deformation laws and mechanical properties of methane hydrate bearing sediments, but also has advantages in easy determination and simple use of the model parameters. The model proposed in this paper can be applied to simulate the crushing process of methane hydrate bearing sediments, and also analyze and evaluate the borehole stability, which is helpful to promote the economical and safe exploitation of non-diagenetic natural gas hydrate.

Key words: gas hydrate, constitutive model, damage statistic, yield strength, mechanical response

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