Formation grouting method and composition useful therefor

• US 5,106,423 A
• Filed: 06/24/1991
• Issued: 04/21/1992
• Est. Priority Date: 12/02/1988
• Status: Expired due to Term

• Current Assignee: Schlumberger Technology Corporation (Schlumberger NV)
• Original Assignee: Geochemical Corp. (Keller Group PLC)
• Inventors: Clarke, William J.
• Primary Examiner(s): Dixon, Jr., William R.
• Assistant Examiner(s): Green, Anthony J.
• Application Number:
  US07/720,239
• Time in Patent Office: 302 Days
• Field of Search: 106/714, 106/789, 106/790, 52/744, 166/292, 166/293, 166/294, 166/295, 405/266, 405/267, 405/269
• US Class Current: 106/789
• CPC Class Codes: C04B 18/146 Silica fume
• CPC Class Codes: C04B 2103/10 Accelerators; Activators
• CPC Class Codes: C04B 2103/20 Retarders
• CPC Class Codes: C04B 2103/408 Dispersants
• CPC Class Codes: C04B 2111/70 Grouts, e.g. injection mixtures for cables for prestressed concrete
• CPC Class Codes: C04B 24/226 Sulfonated naphtalene-formaldehyde condensation products
• CPC Class Codes: C04B 28/08 Slag cements
• CPC Class Codes: C04B 7/02 Portland cement
• CPC Class Codes: C04B 7/527 obtaining cements characterised by fineness, e.g. by multi-modal particle size distribution
• CPC Class Codes: C09K 17/02 containing inorganic compounds only
• CPC Class Codes: C09K 8/46 containing inorganic binders, e.g. Portland cement
• CPC Class Codes: C09K 8/5045 containing inorganic compounds
• CPC Class Codes: E21B 33/138 Plastering the borehole wall; Injecting into the formation
• CPC Class Codes: G21F 9/304 Cement or cement-like matrix compositional aspects C04B
• CPC Class Codes: Y02W 30/91 Use of waste materials as fillers for mortars or concrete

Abstract

A method of grouting porous gas--and petroleum--bearing formations with a cementitious material comprising ultrafine ground slag is useful for primary and remedial cementing of a wellbore. A composition is provided which comprises water, a dispersant, slag and an accelerator to activate the slag.

Claims

1. A method of grouting porous gas--and petroleum--bearing formations, which comprises injecting into said formation a composition comprising:

(a) water

(b) particulate slag, having a specific surface area greater than about 9,500 cm² /g, with less than 3 wt. percent of the particles of said slag being larger than 7.8 micrometers in diameter;

the proportions of water and slag being within a water to slag weight ratio range of between 0.5;

1 and 10;

1;

(c) at least one dispersant in an amount effective to disperse the particles of said particulate slag; and

(d) an accelerator in an amount effective to provide hydraulic reactivity to said slag.

2. A method according to claim 1, wherein less than 2 wt. percent of the particles of said slag are larger than 10 micrometers in diameter.

3. A method according to claim 2, which comprises injecting said composition into a wellbore.

4. A method according to claim 3, which comprises injecting said composition for primary or remedial cementing of said wellbore.

5. A method according to claim 2, wherein the particulate slag additionally has mixed with it particulate portland cement having a particle size wherein less than 2 wt. percent of the particles of said portland cement are larger than 10 micrometers in diameter, the slag being at least 40 percent by weight of the total of portland cement and slag.

6. A method according to claim 5, wherein the portland cement activates the hydration of the slag and partly or fully replaces said accelerator (d).

7. A method according to claim 6, wherein the portland cement fully replaces said accelerator (d) and the particulate portland cement and particulate slag are co-ground in a proportion by weight of about 25 percent portland cement and about 75 percent particulate slag.

8. A method according to claim 7, wherein said dispersant is up to 2 percent of a naphthalene sulfonate formaldehyde condensate by total weight of the slag and portland cement to decrease viscosity and retard set time.

9. A method according to claim 7, wherein additionally silica flour is added in a proportion wherein the silica flour is not more than 50% of the total weight of silica flour, particulate slag and portland cement.

10. A method according to claim 7, wherein a retarder is added in an amount effective to obtain desired longer set and hardening times for grouting under conditions of increased formation temperatures.

11. A method according to claim 6, wherein the portland cement fully replaces said accelerator (d) and the particulate slag and the portland cement are separately ground and then mixed with the particulate slag amounting to at least 50 percent by weight of the total of portland cement and slag.

12. A method according to claim 11, wherein the particulate slag amounts to about 75 percent and the portland cement amounts to about 25 percent by weight of the total of slag and portland cement.

13. A method according to claim 11, wherein the proportion of slag is increased to obtain desired longer set and hardening times for grouting under conditions of increased formation temperatures.

14. A method according to claim 11, which comprises, prior to said mixing, grinding particulate portland cement having a particle size wherein less than 10 wt. percent of the particles are larger than 10 micrometers in diameter to a particle size wherein less than 2 wt. percent of the particles are larger than 10 micrometers in diameter, in a tower mill at or near the location of said formation to be grouted.

15. A method according to claim 13, which comprises, prior to said mixing, grinding particulate portland cement having a particle size wherein less than 10 wt. percent of the particles are larger than 10 micrometers in diameter to a particle size wherein less than 2 wt. percent of the particles are larger than 10 micrometers in diameter, in a tower mill at or near the location of said formation to be grouted.

16. A method according to claim 12, which comprises, prior to said mixing, grinding particulate portland cement having a particle size wherein less than 10 wt. percent of the particles are larger than 10 micrometers in diameter to a particle size wherein less than 2 wt. percent of the particles are larger than 10 micrometers in diameter, in a tower mill at or near the location of said formation to be grouted.

17. A method according to claim 7, wherein particulate slag and particulate portland cement are co-ground to a particle size wherein less than 2 wt. percent of the particles are larger than 10 micrometers in diameter in a tower mill at or near the location of said formation to be grouted.

25. A method acording to claim 1, wherein said water to slag weight ratio is in the range between 0.5:

1 and 1.5;

1.

18. A grouting composition comprising:

(a) water;

(b) a particulate slag comprising a microfine slag having a specific surface area greater than about 9,500 cm² /g, with less than 3wt. percent of the particles of said slag being larger than 7.8 micrometers in diameter;

the proportions of water and slag being within a water to slag weight ratio of between 0.5;

1 and 1;

1;

(c) at least one dispersant in an amount effective to disperse the particles of said particulate slag; and

(d) an accelerator in an amount to provide hydraulic reactivity to the slag.

19. A composition according to claim 18, wherein the slag has a specific surface area greater than about 13,000 cm² /g with substantially no particles of the slag being over 7.8 micrometers in diameter.

20. A composition according to claim 18, wherein the slag component additionally has mixed with it a cement having a specific surface area greater than about 11,000 cm² /g with less than about 7 weight percent of particles of the cement being larger than 7.8 micrometers in diameter, the slag being at least 40% of the total cementitious material by weight.

21. A composition according to claim 20, wherein the slag has a specific surface area of at least about 14,000 cm² /g, the mixture of slag and cement having a specific surface area of at least about 12,000 cm² /g.

22. A grouting composition comprising:

(a) water;

(b) a particulate slag comprising a microfine slag having a specific surface area greater than about 9,500 cm₂ /g, with less than 3 wt. percent of the particles of said slag being larger than 7.8 micrometers in diameter;

the proportions of water and slag being within a water to slag weight ratio of between 0.5;

1 and 10;

1;

(c) at least one dispersant in an amount effective to disperse the particles of said particulate slag; and

(d) an accelerator in an amount effective to provide hydraulic reactivity to said slag;

said composition having been prepared by mixing in sequence (a) with (c) to form a first mixture, then adding (b) to form a second mixture, then adding (d) to said second mixture, and subjecting the resulting composition to strong agitation.

23. A composition according to claim 22, wherein the slag has specific surface area greater than about 13,000 cm² /g with substantially no particles of the slag being over 7.8 micrometers in diameter.

24. A composition according to claim 22, wherein the slag component additionally has mixed with it a cement having a specific surface area greater than about 11,000 cm² /g with less than about 7 weight percent of particles of the cement being larger than 7.8 micrometers in diameter, the slag being at least 40% of the total cementitious material by weight.

26. A method of grouting porous gas--and petroleum--bearing formations, which comprises injecting into said formation a composition comprising:

(a) water

(b) particulate slag, having a specific surface area greater than about 9,500 cm² /g, with less than 3 wt. percent of the particles of said slag being larger than 7.8 micrometers in diameter;

the proportions of water and slag being within a water to slag weight ratio range of between 0.3;

1 and 10;

1;

(c) at least one dispersant in an amount effective to disperse the particles of said particulate slag; and

(d) an accelerator in an amount effective to provide hydraulic reactivity to said slag.

27. A method according to claim 26 wherein the water to slag weight ratio is in the range between 0.4:

1 and 1.5;

1.