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BAKER HUGHES - Drilling Fluids Reference Manual

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Formation Mechanics<br />

Selecting the proper size bridging agent is critical; if the size of the formation pores is known, a<br />

bridging agent that will block the pores without passing through them can be selected. Abrams 1<br />

presents guidelines for bridging agent use.<br />

Other forms of formation damage are more complex, involving chemical reactions between the<br />

drilling fluids and formations. Carbonate rocks (limestones and dolomites) are not very reactive with<br />

most drilling fluids, so this type of damage is most likely to occur in clastic rocks such as sandstones.<br />

Clastic rocks consist of a network of interconnected particles, usually quartz or feldspar, called<br />

framework grains. The pore spaces between these grains may be empty or filled by other minerals.<br />

The pore spaces in these rocks may contain clay minerals. Because clay minerals can be highly<br />

reactive with drilling fluids, formation damage can occur in clay-bearing clastic rocks. “Clean”<br />

sandstones that have no clay are not highly vulnerable to chemical formation damage since most<br />

framework grains are not reactive.<br />

If a sandstone contains expandable clays such as smectite or mixed-layer types, the potential for<br />

formation damage exists. If a drilling fluid causes these clays to swell by cation exchange or further<br />

hydration in their interlayer sites, this may cause them to detach, migrate, and plug the pores, causing<br />

a loss of permeability (see Figure 2-10). In rocks whose framework grains are bound together by<br />

expandable clays, disaggregation and borehole washout can also occur (see Figure 2-11).<br />

Figure 2-10<br />

Photomicrograph of Wilcox Sandstone<br />

The particles labeled “P” are clay and other fine material that have migrated and plugged a pore<br />

space. Mixed-layer clays are common in this sample, and exposure to a high pH lignosulfonate fluid<br />

caused them to swell and detach, causing a 63% loss of permeability.<br />

1 A. Abrams, “Mud Design to Minimize Rock Impairment Due to Particle Invasion”, SPE 5713, 1977<br />

<strong>Reference</strong> <strong>Manual</strong><br />

Baker Hughes <strong>Drilling</strong> <strong>Fluids</strong><br />

2-16 Revised 2006

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