石油学报 ›› 2006, Vol. 27 ›› Issue (4): 93-96.DOI: 10.7623/syxb200604021

• 油田开发 • 上一篇    下一篇

疏松砂岩储层物性参数敏感性物理模拟实验

赵群1,2   

  1. 1. 成都理工大学信息工程学院, 四川成都, 610059;
    2. 中国石化石油勘探开发研究院南京石油物探研究所, 江苏南京, 210014
  • 收稿日期:2005-08-09 修回日期:2005-10-18 出版日期:2006-07-25 发布日期:2010-05-21
  • 作者简介:赵群,男,1959年11月生,1984年毕业于成都地质学院,现为中国石化南京石油物探研究所高级工程师,成都理工大学在职博士研究生,主要从事地震物理模型实验、岩石物理等研究工作.E-mail:zhaoqun@igp.cn
  • 基金资助:
    国家高技术研究发展计划(863)项目(2001AA611020/01)"天然气水合物地震识别技术"部分成果.

Physical modeling experiment on sensitivity of physical parameters of loose sandstone reservoir

Zhao Qun1,2   

  1. 1. Faculty of Information Engineering, Chengdu University of Technology, Chengdu 610059, China;
    2. Nanjing Institute of Geophysical Prospecting, Sinopec Research Institute of Petroleum Exploration and production, Nanjing 210014, China
  • Received:2005-08-09 Revised:2005-10-18 Online:2006-07-25 Published:2010-05-21

摘要: 利用物理模拟技术制作了一组微弱胶结、非固结高孔隙度人造样本.疏松砂岩储层物性参数的敏感性实验结果表明,与致密砂岩相比,疏松砂岩的弹性波速度对孔隙度的依赖性较弱,胶结物的性质对疏松砂岩岩石物理特性有重要影响.在纯砂岩中加入粘土或少量的粒间胶结物,会使弹性波速发生明显的变化;胶结温度影响岩样抗压强度.温度过低,会使胶结程度不够,固结强度较低;温度过高,岩样将变得松散.

关键词: 物理模拟技术, 疏松岩石, 弱胶结, 非固结胶结物, 抗压强度, 胶结温度

Abstract: The synthetic unconsolidated samples with weak cementation and high porosity were prepared using physical simulation technique.The sensitivity of physical parameters in loose sandstone reservoir was experimented with physical modeling.The experimental results showed that the velocity of elastic waves was independent to the saturation of loose sandstone compared with that of tight sandstone.The property of cement has a great effect on the physical characteristics of loose sandstone.When a little amount of inter-grain cements or clay is put into pure sandstone,the velocities of elastic wave will substantially changed.The cementing temperature has an influence on the compressive strength of the rock samples.Low temperature will make reaction strength deficiency,and high temperature will make the rock samples become relaxed.

Key words: physical modeling technology, loose rock, weak cementation, unconsolidated cement, compressive strength, cementing temperature

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