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Based on the progressive failure process analysis and the fluid solid coupled theory, this paper reproduces variations of macroscopic permeability of jointed rock masses with various sizes using numerical methods.
We then use the model to evaluate the effect of the previously mentioned variables as well as aggregate intrinsic permeability on the macroscopic permeability of the same composite specimen using a series of non-conforming FE meshes and level set functions to monitor the heterogenities.
Thus, we can confirm that the macroscopic permeability of the damage zone stopped decreasing in 2003.
The macroscopic permeability of the fault fracture zone decreased until 2003, and then, it stabilized or increased slightly through 2006.
The macroscopic permeability of the fault fracture zone decreased from 1997 to 2003, after which it increased slightly.
From the resulting data, the macroscopic permeability of the fault fracture zone was estimated to range roughly from 1 × 10−6 to 2 × 10−6 m/s.
Similar(51)
Macroscopic permeability value of the rock can be reproduced by adjusting values of w 0, F 0 and m.
Specifically we discuss the applicability and the limitation of the macroscopic permeability averaging rule for those purposes, using the permeability of simple structural building blocks.
The emphasis of study on mechanism of permeability stress sensitivity currently is microcosmic pore-throat structure instead of macroscopic permeability.
The relationship between effective bond conductance and macroscopic permeability (the hydraulic analog of d.c. conductivity) is discussed.
This theory allows us to study the relation between microscopic woven architecture and macroscopic permeability based on the method of two-scale asymptotic expansions.
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