NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS

DONG Ping-chuan

Volume 11 Issue 3

Sep. 2005

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Article Navigation > Journal of Geomechanics > 2005 > 11(3): 273-277

LI Ying-jie, PAN Yi-shan, ZHANG Meng-tao, 2006. TIME EFFECT ANALYSIS OF ZONAL DISINTEGRATION OF HIGH IN-SITU STRESS SURROUNDING ROCKS AND STUDY OF RELEVANT PARAMETERS BASED ON THE CREEP INSTABILITY THEORY. Journal of Geomechanics, 12 (2): 252-260.

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DONG Ping-chuan, 2005. NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS. Journal of Geomechanics, 11 (3): 273-277.

Citation:

DONG Ping-chuan, 2005. NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS. Journal of Geomechanics, 11 (3): 273-277.

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NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS

DONG Ping-chuan

School of Oil and Gas Engineering, University of Petroleum(Beijing), Changping 102249, Beijing

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Abstract

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.
- fluid-solid coupling,
- soil consolidation,
- finite element method,
- numerical simulation

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致谢: 对陈柏林、周新桂两位导师的指导以及帮助在此表示衷心地感谢!

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NUMERICAL MODEL OF FULLY COUPLED FLUID-SOLID SEEPAGE IN A DEFORMABLE POROUS MEDIUM AND ITS APPLICATIONS

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