Analytic modelling and experimental study of the porosity and permeability of a porous medium—application to cement mortars and granitic rock

1999 ◽  
Vol 51 (6) ◽  
pp. 391-396 ◽  
Author(s):  
A. Aït–Mokhtar ◽  
O. Amiri ◽  
S. Sammartinot
2013 ◽  
Vol 16 (5) ◽  
pp. 459-467 ◽  
Author(s):  
Milad Ahmadi ◽  
Ali Habibi ◽  
Peyman Pourafshary ◽  
Shahab Ayatollahi

1998 ◽  
Vol 103 (B1) ◽  
pp. 651-661 ◽  
Author(s):  
David N. Dewhurst ◽  
Andrew C. Aplin ◽  
Jean-Paul Sarda ◽  
Yunlai Yang

AAPG Bulletin ◽  
2012 ◽  
Vol 96 (5) ◽  
pp. 773-788 ◽  
Author(s):  
Jianzhao Yan ◽  
Xiaorong Luo ◽  
Weimin Wang ◽  
Renaud Toussaint ◽  
Jean Schmittbuhl ◽  
...  

2018 ◽  
Vol 769 ◽  
pp. 329-335
Author(s):  
Andrey Petrov ◽  
Leonid A. Igumnov

The problem of the effect of a normal harmonic force on a porous beam in a 3D formulation is solved using the boundary-element method. A homogeneous fully saturated elastic porous medium is described using Biot’s mathematical model. The effect of the porosity and permeability parameters on the deflection of the beam and the distribution of pore pressure over the beam thickness is investigated. The comparison of the boundary-element solution with a 2D numerical-analytical one is given.


Processes ◽  
2019 ◽  
Vol 7 (1) ◽  
pp. 46 ◽  
Author(s):  
Zizheng Sun ◽  
Xiao Yan ◽  
Weiqi Han ◽  
Guowei Ma ◽  
Yiming Zhang

In grouting process, filtration is the retention and adsorption of cement-grout particles in a porous/fractured medium. Filtration partly/even completely blocks the transportation channels in the medium, greatly decreasing its permeability. Taking into account filtration effects is essential for accurately estimating the grout penetration region. In this paper, the 3D unified pipe-network method (UPM) is adopted for simulating 3D grout penetration process in a fractured porous medium, considering filtration effects. The grout is assumed to exhibit two-phase flow, and the filtration effects depend on not only the concentration and rheology of the grout but also the porosity and permeability of the fractured porous medium. By comparing the model with the experimental results, we firstly verify the proposed numerical model. Then sensitivity analysis is conducted, showing the influences of grout injection pressures, the water–cement ratios of grout (W/C) and the grout injection rates on filtration effect. Finally, the grout filtration process in a complex 3D fractured network is simulated, indicating that the size of the grout penetration region is limited due to filtration.


2018 ◽  
Vol 196 ◽  
pp. 04003 ◽  
Author(s):  
Liudmila Kuzmina ◽  
Yuri Osipov

A one-dimensional model for the deep bed filtration of a monodisperse suspension in a porous medium with variable porosity and permeability and multiple pore-blocking mechanisms is considered. It is assumed that the small pores are clogged by separate particles; pores of medium size, exceeding the diameter of the particles, can be blocked by arched bridges, forming stable structures at the pore throats. These pore-blocking mechanisms - size-exclusion and different types of bridging act simultaneously. Exact solutions are obtained for constant coefficients, on the concentrations front and at the porous medium inlet.


2019 ◽  
Vol 103 ◽  
pp. 286-294 ◽  
Author(s):  
Hongsheng Liu ◽  
Dan Wu ◽  
Maozhao Xie ◽  
Songxiang Wang ◽  
Lin Liu

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