油气地质

复杂构造变形地区致密岩石力学性质实验分析

  • 王鹏 ,
  • 赵玉莲 ,
  • 韩琳
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  • 1.成都理工大学能源学院; 2.成都理工大学“油气藏地质及开发工程”国家重点实验室
葛善良,1984 年生,男,成都理工大学在读硕士研究生,研究方向为油气田开发地质。地址:(610059)四川省成都市成都理工大学 能源学院326 办公室。E-mail:zw326gsl@foxmail.com

网络出版日期: 2010-03-15

基金资助

国家重点实验室协助、中国石化西南油气田分公司重点科研项目部分成果(编号:GJ-106-0818)

Orientation analysis about compacted rock mechanic character in complicated tectonic deformation area

  • WANG Peng ,
  • ZHAO Yulian ,
  • HAN Lin
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  • 1. College of Energy Resources, Chengdu University of Technology, Chengdu 610059, China; 2. State Key Laboratory of Oil and Gas Reservoir Geology and Exploitation, Chengdu University of Technology, Chengdu 610059, China

Online published: 2010-03-15

摘要

在模拟地层条件下,利用“MTS 系统”,对川东北河坝构造陆相地层样品作波速及力学参数的同步测试,分层位、分岩性研究纵向上岩石力学参数的变化规律及动态、静态参数的关系。地层条件下,砂岩的抗压强度、弹性模量、泊松比、内聚力和内摩擦角分别为241.87 MPa,35.5 GPa,0.27,29.32 MPa 和36.1°;泥岩的抗压强度、弹性模量、泊松比、内聚力和内摩擦角分别为115.63 MPa,24.8 GPa,0.33,10.11 MPa 和19°;砂岩的抗张强度为自流井组>须家河组>沙溪庙组>千佛崖组,平均值分别为7.09 MPa,6.2 MPa,4.72 MPa,4.51 MPa。岩石力学参数受颗粒大小、泥质含量、胶结物性质及孔隙度大小的影响。饱水后岩样的纵波速度、弹性模量、泊松比较饱水前明显增加。随着围压的增大,岩石塑性变形的比例也增大,更多地表现出弹-塑性变形特征。

本文引用格式

王鹏 , 赵玉莲 , 韩琳 . 复杂构造变形地区致密岩石力学性质实验分析[J]. 岩性油气藏, 2010 , 22(1) : 59 -64 . DOI: 10.3969/j.issn.1673-8926.2010.01.011

Abstract

Based on the equipment ofMTS, the wave velocity and mechanical parameters of sands and mudstones from northeast of Sichuan are taken into synchronous experimentation under the condition of simulated formation. The varying regular pattern and the relationship between dynamic and quiescent parameters on the vertical formation are discussed. Under the condition of simulated formation, in terrestrial formation, the average compressive strength value of sand is 241.87 MPa, and it is 115.63 MPa of the mudstone. The average elastic modulus value of sand is 35.5 GPa, and it is 24.8 GPa of the mudstone. The average poisson ratio value of sand is 0.27, and it is 0.33 of the mudstone. The average cohesion value of sand is 29.32 MPa, and it is 10.11 MPa of the mudstone. The average internal frictional angle value of sand is 36.1 , and it is 19 of the mudstone. The relationship of tensile strength on the terrestrial formation is J2z>T3x>J2s>J2q, and the average value of tensile strength is 7.09MPa, 6.2MPa, 4.72MPa, 4.51MPa. The value of rock mechanic parameters is affected by the grain size, shale content, binding material’s property and the porosity. After being saturated bywater, the longitudinal velocity, elastic modulus and the poisson ration is increased remarkably than before. With the broadening of confinement pressure, the plastic deformation proportion is increasing, and the distortional character is displaying to elastic-plastic deformation more.

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