网络出版日期: 2009-06-16
基金资助
安徽理工大学硕博基金项目(编号:11134)资助
Numerical simulation of mudstone creep under high pressure water flooding: A case study from SⅠ mudstone in anticline structure in northern Lamadian Oilfield
Online published: 2009-06-16
张景廉 , 石兰亭 , 卫平生 . 高压注水条件下泥岩蠕变的数值模拟研究———以大庆喇嘛甸油田北部背斜构造带SⅠ顶泥岩为例[J]. 岩性油气藏, 2009 , 21(2) : 110 -112 . DOI: 10.3969/j.issn.1673-8926.2009.02.023
In consideration of the impact of reservoir pressure change on overlyingmudstone, finite difference method is applied to carry out the simulation study of mudstone creep on the top of SⅠ mudstone in anticline structure in northern Lamadian Oilfield. The result shows that the maximumhorizontal principal stress is of - 25.87~- 24.88MPa in a direction of near EW, while the minimum principal stress is of - 19.95~- 18.44 MPa in a direction of near SN. The change of strain and displacement mainly displays in vertical direction. The more near the oil layer, the greater the strain and displacement are impacted by reservoir pressure change. The maximum displacement (or variable) of mudstone creep all occurred on the contact interface with the oil layer. The study of maximum strain of mudstone creep is favorable for preventing and controlling casing damage in oilfield.
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