石油学报 ›› 2016, Vol. 37 ›› Issue (10): 1273-1279.DOI: 10.7623/syxb201610007

• 油田开发 • 上一篇    下一篇

含水合物沉积物损伤统计本构模型及其参数确定方法

李彦龙1,2, 刘昌岭1,2, 刘乐乐1,2   

  1. 1. 中国地质调查局青岛海洋地质研究所国土资源部天然气水合物重点实验室 山东青岛 266071;
    2. 海洋国家实验室海洋矿产资源评价与探测技术功能实验室 山东青岛 266071
  • 收稿日期:2015-12-07 修回日期:2016-06-30 出版日期:2016-10-25 发布日期:2016-11-09
  • 通讯作者: 刘昌岭,男,1966年5月生,1989年获成都理工大学应用化学专业学士学位,2005年获中国海洋大学海洋地质专业博士学位,现为中国地质调查局青岛海洋地质研究所研究员、博士生导师,主要从事天然气水合物模拟实验技术研究。Email:qdliuchangling@163.com
  • 作者简介:李彦龙,男,1989年5月生,2012年获中国石油大学(华东)石油工程专业学士学位,2015年获中国石油大学(华东)油气田开发工程专业硕士学位,现为中国地质调查局青岛海洋地质研究所研究实习员,主要从事海域天然气水合物开采理论与技术相关的研究。Email:liyanlongupc@163.com
  • 基金资助:

    国家自然科学基金面上项目(No.41376078)和国家自然科学基金青年科学基金项目(No.41606078,No.11402131)资助。

Damage statistic constitutive model of hydrate-bearing sediments and the determination method of parameters

Li Yanlong1,2, Liu Changling1,2, Liu Lele1,2   

  1. 1. The Key Laboratory of Gas Hydrate, Ministry of Land and Resources, Qingdao Institute of Marine Geology, China Geologial Servey, Shandong Qingdao 266071, China;
    2. Laboratory for Marine Mineral Resources, Qingdao National Laboratory for Marine Science and Technology, Shandong Qingdao 266071, China
  • Received:2015-12-07 Revised:2016-06-30 Online:2016-10-25 Published:2016-11-09

摘要:

通过建立含天然气水合物沉积物本构模型,揭示沉积物的变形规律,准确预测水合物储层的力学性质,是有效开发天然气水合物资源的基本保证。基于含水合物沉积物微元强度服从Drucker-Prager准则和Weibull分布的基本假设,将统计强度理论与统计损伤理论有机结合,建立了能同时描述含水合物沉积物应变软化规律和应变硬化规律的损伤统计本构模型,探讨了模型参数求解思路,验证了模型的准确性。结果证明,含水合物沉积物屈服后发生应变软化还是应变硬化,取决于有效围压、水合物饱和度的综合影响,反映在模型参数上表现为Weibull参数mF0的共轭特性。模型参数主要影响含水合物沉积物损伤后的变化过程,对未损伤部分的影响较小。

关键词: 含水合物沉积物, 本构模型, 力学响应, 有效围压, 损伤统计

Abstract:

To effectively develop natural gas hydrate resources, it is essential to construct a constitutive model for gas hydrate-bearing sediments, reveal the deformation law of sediments, and precisely predict the mechanical properties of the hydrate reservoir. Based on the basic assumption that the micro-unit strength of hydrate-bearing sediments obeys the Drucker-Prager criterion and Weibull distribution law, a new statistic damage constitutive model which can simultaneously describe the strain softening and hardening law was established by combining the statistical damage theory and statistical strength theory. On this basis, the solution of model parameters was explored and the accuracy of the model was also verified. The study demonstrates that the hydrate-bearing sediments being strain softening or strain hardening phenomeon after yielding is controlled by the combined influence of effective confining pressure and hydrate saturation, which is reflect by the conjugacy of F0 and m in Weibull model. Moreover, model parameters mainly affect the evolution of hydrate-bearing sediments after the damage, and has less impact on the undamaged part.

Key words: hydrate-bearing sediments, constitutive model, mechanical response, effective confining pressure, damage statistic

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