| 变形介质流固耦合渗流的数值模型及其应用 |
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| 引用本文： | 董平川. 变形介质流固耦合渗流的数值模型及其应用[J]. 地质力学学报, 2005, 11(3): 273-277 |
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| 作者姓名： | 董平川 |
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| 作者单位： | 中国石油大学石油天然气工程学院, 北京昌平 102249 |
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| 基金项目： | 国家自然科学基金;国家重点基础研究发展计划(973计划) |
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| 摘 要： | 在地下流体的开采过程中,随着地下流体的不断采出,必然造成孔隙流体压力的逐渐降低,由此导致储层岩石骨架的有效应力增大,地层产生变形或压实,甚至造成地表沉陷.针对饱和土固结问题,利用可变形多孔介质中流体渗流的流固耦合有限元数值模型,对该问题进行了数值模拟.同时,对油井开采过程进行了模拟.
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| 关 键 词： | 流固耦合 土固结 有限元方法 数值模拟 |
| 文章编号： | 1006-6616（2005）03-0273-05 |
| 收稿时间： | 2004-10-29 |
| 修稿时间： | 2004-10-29 |
NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS |
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| DONG Ping-chuan. NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS[J]. Journal of Geomechanics, 2005, 11(3): 273-277 |
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| Authors: | DONG Ping-chuan |
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| Affiliation: | School of Oil and Gas Engineering, University of Petroleum(Beijing), Changping 102249, Beijing |
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| Abstract: | The effective stress in the rock matrix of a reservoir increases as a result of the decline in pore fluid pressure with the continuous withdrawal of subsurface fluids.Under such conditions,more load is transferred to the rock matrix,and thus the rock is compacted or deformed,which can sometimes produce ground subsidence.The soil consolidation can be simulated by using a finite element numerical model of fluid-solid coupling of fluid seepage in a deformable porous medium.In addition,the production process of oil wells is also simulated. |
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| Keywords: | fluid-solid coupling soil consolidation finite element method numerical simulation |
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