Generalized Biot's theory and Mandel's problem of multiple-porosity and multiple-permeability poroelasticity

被引:60
作者
Mehrabian, Amin [1 ]
Abousleiman, Younane N. [2 ]
机构
[1] Univ Oklahoma, Mewbourne Sch Petr & Geol Engn, PoroMech Inst, Norman, OK 73019 USA
[2] Univ Oklahoma, Sch Civil Engn & Environm Sci, Mewbourne Sch Petr & Geol Engn, ConocoPhillips Sch Geol & Geophys,PoroMech Inst, Norman, OK 73019 USA
关键词
CONSOLIDATION; DIFFUSION; WELLBORE; FLUID; INVERSION; MODELS; MEDIA;
D O I
10.1002/2013JB010602
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This paper finds in Biot's theory of poroelasticity a complete and consistent extension to the general case of multiple-porosity and multiple-permeability, fluid-saturated, and linearly elastic media. The constitutive stress-strain relations for a medium identified with this extension are presented, and the coefficient matrix of mechanical properties associated with these relations is derived from the corresponding intrinsic properties of its single-porosity constituents. The closed form analytical solution to Mandel's problemis upgraded to the case being considered in this study. This problem addresses the transient consolidation of a porous elastic slab of rectangular geometry, when confined from the top and bottom. A numerical example solution for shale with laboratory setup of Mandel's problem is provided. Results are compared for the cases of single-, double-, and triple-porosity solutions.
引用
收藏
页码:2745 / 2763
页数:19
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