CATEGORIES:

# VIII. RUPTURE IN PRESENCE OF FLUIDS

1. Effective pressure

Imagine a porous material made of grains, and (partly) bathed in a fluid (water for example). The fluid fraction may represent a few percents of the rock, up to more tha, 20% in sand. Excepted for the contacts between grains, which are responsible for the mechanical strength of the rock, at least in compression, all the grains are supposed to be wet such that the liquid forms a continuous phase thoughout the medium.

Such a wetted porous material is now subjected to a lithostatic pressure Plitho and the wetting fluid is subjected to a different pressure (usually Pfluid < Plitho ; Figure). These two pressures are isotropic. This situation is rather frequent in porous and permeable rocks since the rock density is larger than the density of the fluid (Plitho = rrock gh, Pfluid = rfluid gh , with rrock > rfluid ).

Contacts between grains transmit the lithostatic load to the material. However, since each grain is subjected to Pfluid , each grain, hence the whole material, is subjected to Plitho - Pfluid = Peff, called effective pressure.

Peffective = Plitho – Pfluide

Figure. Fiction showing a porous medium subjected to both a lithostatic pressure and a fluid pressure. Viewed from the inside, each grain of the material is subjected to an effective pressure Peffectiv = Plitho – Pfluid.

Since s1 effective = s1 - Pfluid , and s3 effective = s3 - Pfluid , the consequence is: (s1 effective + s3 effective) / 2 = (s1 + s3) / 2 - Pfluid

Therfore, after introduction of a fluid pressure, the centre of the Mohr circle is translated to the left-hand side by a magnitude Pfluid (Figure). We have just demonstrated that sn is sensitive to the fluid pressure. Please demonstrate that the shear stress in independent of the fluid pressure. The Mohr circle (although translated° and keeps its initial diametre. This result has important consequences, particularly in civil ingeneering (dams …).

Note that in the « real life » it must be taken into account (at least at high confining pressures) of the incompressibility modules of the fluid fraction (K) and of the solid squeleton (Ks) under the form of the so-called Biot coefficient (b = 1- K/Ks) which tends to diminish the role of Pfluid since b <1 (K ≥ Ks). The effective pressure is not the exact difference between the solid and the fluid pressures.

Date: 2014-12-28; view: 572

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