Combination clay stabilizer having an alkali metal asphalt sulfonate and quaternary ammonium salt
Clay-containing soils and shale are treated with a combination clay stabilizer having an alkali metal asphalt sulfonate in combination with a quaternary ammonium salt to reduce swelling of the clay component of the soil and shale.
1. A combination clay stabilizer comprising:
an alkali metal asphalt sulfonate; and
a quaternary ammonium salt, wherein the quaternary ammonium salt is a choline salt.
2. The combination clay stabilizer of claim 1 , wherein the alkali metal asphalt sulfonate comprises sodium asphalt sulfonate, potassium asphalt sulfonate, or a combination thereof.
3. The combination clay stabilizer of claim 1 , wherein the choline salt is choline boride, choline bromide, choline chloride, choline fluoride, choline nitride, choline oxide, choline phosphide, choline sulfide, or combinations thereof.
4. The combination clay stabilizer of claim 1 , consisting of the alkali metal asphalt sulfonate and the quaternary ammonium salt.
5. The combination clay stabilizer of claim 1 , wherein a weight ratio of the alkali metal asphalt sulfonate to the quaternary ammonium salt in the combination clay stabilizer is in a range of 0.1:1 to 10:1.
6. The combination clay stabilizer of claim 1 , wherein a weight ratio of the alkali metal asphalt sulfonate to the quaternary ammonium salt in the combination clay stabilizer is 1:1.
7. A treated soil comprising:
clay; and
the combination clay stabilizer of claim 1 ,
wherein the alkali metal asphalt sulfonate is present in a range of from about 1 wt % to about 5 wt % based on a total weight of the treated soil, and
wherein the quaternary ammonium salt is present in a range of from about 1 wt % to about 5 wt % based on a total weight of the treated soil.
8. A wellbore fluid comprising:
a carrier component; and
the combination clay stabilizer of claim 1 ,
wherein the combination clay stabilizer is present in a range of from 1 wt % to 90 wt % based on a total weight of the wellbore fluid.
9. The wellbore fluid of claim 8 , wherein the alkali metal asphalt sulfonate is present in a range of from about 1 wt % to about 45 wt % based on a total weight of the wellbore fluid, and wherein the quaternary ammonium salt is present in a range of from about 1 wt % to about 45 wt % based on a total weight of the wellbore fluid.
10. The wellbore fluid of claim 8 , wherein the carrier component comprises an aqueous component, a hydrocarbon component, or both an aqueous component and a hydrocarbon component.
11. The wellbore fluid of claim 10 , wherein the aqueous component comprises fresh water, salt water, brine, municipal water, formation water, produced water, well water, filtered water, distilled water, seawater, or combinations thereof.
12. The wellbore fluid of claim 10 , wherein the hydrocarbon component comprises a crude oil, a mineral oil, a diesel, a kerosene, a fuel oil, or a combination thereof.
13. The wellbore fluid of claim 8 , further comprising a viscosifier, an alkalinity adjuster, a weighting agent, or a combination thereof.
14. A process comprising:
adding the combination clay stabilizer of claim 1 to an untreated soil comprising a clay to form a treated soil.
15. The process of claim 14 , wherein the alkali metal asphalt sulfonate is present in a range of from about 1 wt % to about 5 wt % based on a total weight of the treated soil, wherein the quaternary ammonium salt is present in a range of from about 1 wt % to about 5 wt % based on a total weight of the treated soil.
16. A process comprising:
contacting a wall of a wellbore with a fluid comprising a carrier component and the combination clay stabilizer of claim 1 , wherein the wall of the wellbore comprises a clay-containing soil, a shale, or both a clay-containing soil and a shale.
17. The process of claim 16 , wherein the alkali metal asphalt sulfonate is present in the fluid in a range of from about 1 wt % to about 45 wt % based on a total weight of the fluid, wherein the quaternary ammonium salt is present in the fluid in a range of from about 1 wt % to about 45 wt % based on a total weight of the fluid.
18. The process of claim 16 , wherein the clay-containing soil comprises smectite.