CA2440102A1 - Elastomeric admixtures for improving cement elasticity - Google Patents

Elastomeric admixtures for improving cement elasticity Download PDF

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Publication number
CA2440102A1
CA2440102A1 CA002440102A CA2440102A CA2440102A1 CA 2440102 A1 CA2440102 A1 CA 2440102A1 CA 002440102 A CA002440102 A CA 002440102A CA 2440102 A CA2440102 A CA 2440102A CA 2440102 A1 CA2440102 A1 CA 2440102A1
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Prior art keywords
cement
acrylonitrile butadiene
composition
styrene polymer
butadiene styrene
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Granted
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CA002440102A
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French (fr)
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CA2440102C (en
Inventor
B. Raghava Reddy
Krishna M. Ravi
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Halliburton Energy Services Inc
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Halliburton Energy Services Inc
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Publication of CA2440102A1 publication Critical patent/CA2440102A1/en
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Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/24Macromolecular compounds
    • C04B24/26Macromolecular compounds obtained by reactions only involving carbon-to-carbon unsaturated bonds
    • C04B24/2652Nitrogen containing polymers, e.g. polyacrylamides, polyacrylonitriles
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements containing hydraulic cements other than calcium sulfates
    • CCHEMISTRY; METALLURGY
    • C09DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
    • C09KMATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
    • C09K8/00Compositions for drilling of boreholes or wells; Compositions for treating boreholes or wells, e.g. for completion or for remedial operations
    • C09K8/42Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells
    • C09K8/46Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells containing inorganic binders, e.g. Portland cement

Abstract

A method and cementing composition is provided for sealing a subterranean zone penetrated by a well bore, wherein the cementing composition comprises a mixture of cementitious material, acrylonitrile butadiene styrene (ABS), and sufficient water to form a slurry.

Description

Elastomeric Admixtures for Improving Cement Elasticity Background The present embodiment relates generally to a cementing composition for sealing a subterranean zone penetrated by a well bore.
In the drilling and completion of an oil or gas well, a cementing composition is often introduced in the well bore for cementing pipe string or casing. In this process, known as "primary cementing," the cementing composition is pumped into the annular space between the walls of the well bore and the casing. The cementing composition sets in the annular space, supporting and positioning the casing, and forming a substantially impermeable barrier, or cement sheath, which isolates the well bore into subterranean zones. Thus, the undesirable migration of fluids between zones is prevented after primary cementing.
Changes in pressure or temperature in the well bore over the life of the well can result in compromised zonal isolation. Also, activities undertaken in the well bore, such as pressure testing, well completion operations, hydraulic fracturing, and hydrocarbon production can affect zonal isolation. Such compromised zonal isolation is often evident as cracking or plastic deformation in the cementing composition, or de-bonding between the cementing composition and either the well bore or the casing.
As the name implies, cementing compositions are made chiefly of cement. Due to its incompressible nature, neat cement is undesirable for use where there is a chance of expansion or contraction in the well bore. Cement has a high Young's modules, and fractures at slight strains when subjected to stresses ("brittle failure"). When the imposed stresses exceed the stress at which the cement fails, the cement sheath can no longer provide zonal isolation. While the Young's modules of cementing compositions can be lowered by adding silica compositions, such silica treated cementing compositions ("water-extended slurnes°') suffer from lower compressive and tensile strengths.
Therefore, a cementing composition that can provide greater elasticity and compressibility, while retaining high compressive and tensile strengths, is desirable for primary cementing.
Description A cementing composition for sealing a subterranean zone penetrated by a well bore according to the present embodiment comprises a mixture of cementitious material ("cement"), acrylonitrile butadiene styrene (ABS) polymer, and sufficient water to form a slurry.
In another embodiment, ABS is added to water-extended slurries to create a cementing composition with a lower Young's modulus while achieving high compressive and tensile strengths.
A variety of cements can be used with the present embodiments, including cements comprised of calcium, aluminum, silicon, oxygen, and/or sulfur which set and harden by reaction with water. Such hydraulic cements include Portland cements, pozzolan cements, gypsum cements, aluminous cements, silica cements, and alkaline cements.
Portland cements of the type defined and described in API Specification 10, 5th Edition, July 1, 1990, of the American Petroleum Institute (the entire disclosure of which is hereby incorporated as if reproduced in its entirety) are preferred. API Portland cements include Classes A, B, C, G, and H, of which API Classes A, G, and H are particularly preferred for the present embodiment. The desired amount of cement is understandably dependent on the cementing operation.
ABS used with the present embodiments is often produced as a composite material.
In the production of such a composite material, a preformed elastomer such as polybutadiene or styrene butadiene rubber is used as a substrate, and styrene and acrylonitrile monomers are grafted onto the substrate by polymerization. In addition, styrene and acrylonitrile that fail to graft to the substrate copolymerize to form a matrix, with the grafted substrate dispersed in the matrix. Higher levels of butadiene in the final product increases the elastomeric properties of the composite material. In contrast, higher levels of styrene and acrylonitrile in the final product decrease the elastomeric properties of the composite material. As can be appreciated, the character of the ABS varies by the composition of the composite material, and thus affects the mechanical properties of the cementing composition.
ABS is normally sold in a fine particulate or pellet form. ABS with particle sizes ranging from 5-500 microns is preferable. More preferably, the particle size is in the 50-300 micron range, and most preferably in the 100-250 micron range. Such ABS is widely available commercially. Some examples of commercially available ABS includes BLENDER 338TM ABS made with a 70% polybutadiene substrate (the remaining 30%
being a mixture of styrene and acrylonitrile), 180 micron particle size ('°Type I"), BLENDER 336TM
ABS made with a 65% styrene-butadiene rubber substrate, 180 micron particle size (°'Type II"), BLENDER 415TM ABS made with a 65% styrene-butadiene rubber substrate, micron particle size ("Type III"), and BLENDER 102STM ABS with a 35% styrene-butadiene rubber substrate, less than 1 mm particle size ("Type IV"), all available from GE Specialty Chemicals, Parkersburg, West Va., U.S.A. ABS is present in an amount that is 5-30% by weight of the cement in a particular cementing composition.
Water in the cementing composition is present in an amount sufficient to make a slurry which is pumpable for introduction down hole. The water used to form a slurry in the present embodiment can be fresh water, unsaturated salt solution, including brines and seawater, and saturated salt solution. Generally, any type of water can be used, provided that it does not contain an excess of compounds, well known to those skilled in the art, that adversely affect properties of the cementing composition. The water is present in an amount of about 38-70% by weight of the cement, and more preferably in an amount of about 60% by weight of the cement.
A variety of additives may be added to the cementing composition to alter its physical properties. Such additives may include slurry density modifying materials (e.g., silica flour, silica fume, sodium silicate, microfine sand, iron oxides and manganese oxides), dispersing agents, set retarding agents, set accelerating agents, fluid loss control agents, strength retrogression control agents, and viscosifying agents well known to those skilled in the art.
The following example is illustrative of the methods and compositions discussed above.

Class G cement, silica flour, and the components in the amounts listed in were added to form seven batches. The batches were prepared according to API
Specification RP l OB, 22nd Edition, 1997, of the American Petroleum Institute (the entire disclosure of which is hereby incorporated as if reproduced in its entirety). For example, Batch 6 was prepared by combining 500 grams of Class G cement, 175 grams of silica flour, 50 grams of Type IV ABS (Particle size, <l mm) , and 317 grams of tap water in a Waring blender to obtain a slurry with density of 14.8 pounds per gallon. All batches had the same density.
ABS Types I-IV are described above. ABS Type V has a high butadiene content and a density of 1.040 g/cc, with a particle size less than 500 microns, and is available from Sigma-Aldrich Co., St. Louis, Mo., U.S.A.
To test each batch for various strength parameters, a portion of each batch was placed into a corresponding 2"x2" brass mold, and another portion of each batch was placed into a corresponding cylindrical plastic container provided with a lid. The seven molds and seven cylinders were cured in a 180°F water bath for 24 hours to form samples of the batches.
Using the above-described samples, the strength parameters were measured by a strength testing instrument manufactured by Tinius Olsen, Willow Grove, Penn., U.S.A., according to the American Society for Testing and Materials ASTM C 109 procedure (the entire disclosure of which is hereby incorporated as if reproduced in its entirety). The tensile strengths were measured on the same instrument according to the ASTM C 190-97 procedure (the entire disclosure of which is hereby incorporated as if reproduced in its entirety). The burst strengths were measured on an MTS load frame instrument manufactured by MTS
Systems Corporation, Eden Prairie, Minn., U.S.A. The Young's modulus, Poisson's ratio, Brazilian tensile strength, and permeability were also determined for each batch, and are listed in TABLE 1.

Components Batch Batch Batch Batch Batch Batch Batch Water %bwoc 72 62.5 61.6 61.6 58 63.3 58 ABS Type - - Type Type Type Type Type Type I II III III IV V

ABS %bwoc - - 10 10 10 15 10 15 Compressive strength, psi Tensile strength, psi Burst strength, psi Young's modulus0.460 0.858 0.861 0.720 0.427 0.728 0.879 Poisson's ratio0.114 0.139 0.142 0.128 0.118 0.130 0.138 Brazilian tensile strength, psi Permeability, - - 0.020 0.016 0.020 - - - - - -mD

TABLE 1 shows that Batch 1, the water-extended slurry, had poor compressive strength, even though the Young's modulus value was low. This can result in failure of the cement sheath to provide effective zonal isolation. In contrast, the ABS
batches, Batches 2-7, had much higher compressive strengths, and favorable tensile strengths (where measured).
TABLE 1 also shows that selection of the ABS type affects the mechanical properties of the cementing composition, thus allowing the cementing composition to be tailored to suit conditions in a particular well bore.
It is speculated that the acrylonitrile in ABS hydrolyzes in the cement slurnes and generates carboxylates which facilitate bonding of the normally incompatible elastomer to the cement. Such bonding may allow dissipation of imposed stresses, thus preventing brittle failure of the cement sheath.
Using the raw stress-strain data used in the determination of the compressive strength, Young's modulus, and Poisson's ratios listed in TABLE 1, the areas under the curves extending from no stress to the maximum stress (reached at the ultimate yield point) in the axial stress-strain and radial stress-strain graphs were determined, and the values are listed in TABLE 2. The Young's modulus and Poisson's ratio listed in TABLE 2 correspond to the values observed at the maximum stress. Batch 7 was not tested.

Components Batch Batch Batch Batch Batch Batch Stress at ultimate yield oint, s1 Area under curve for axial displacement at ultimate yield point, Kpsi x microinch/inch Area under curve for radial displacement at ultimate yield point, Kpsi x microinch/inch Poisson's ratio at ultimate 0.210 0.207 0.143 0.220 0.219 0.128 yield oint Young's modulus at 0,336e+60.476e+60.580e+60.444e+60.298e+6O.SlOe+6 ultimate ' eld oint s1 , The maximum stress at the ultimate yield point indicates the ability of the cementing composition to absorb the imposed stresses without failing, and the ABS
containing Batches 2-6 all showed greater stress values than Batch 1. The resiliency of the composition is indicated by higher ratios of the area under radial stress-strain curve to the area under axial stress-strain curve. While the ability of Batches 2-6 to plastically deform without failing could not be directly quantified, it was apparent that they plastically deformed past the load bearing stage.
Although only a few exemplary embodiments of this invention have been described in detail above, those skilled in the art will readily appreciate that many other modifications are possible in the exemplary embodiments without materially departing from the novel teachings and advantages of this invention. Accordingly, all such modifications are intended to be included within the scope of this invention as defined in the following claims.

Claims (23)

1. A method of sealing a subterranean zone penetrated by a well bore comprising:
preparing a cementing composition comprising cement, acrylonitrile butadiene styrene polymer, and water;
placing the cementing composition into the subterranean zone; and allowing the cementing composition to set therein.
2. The method of claim 1 wherein the cementing composition further comprises silica flour.
3. The method of claim 1 wherein the cement is Portland cement, pozzolan cement, gypsum cement, aluminous cement, silica cement, or alkaline cement.
4. The method of claim 1 wherein the acrylonitrile butadiene styrene polymer is made with a 70% polybutadiene substrate.
5. The method of claim 1 wherein the acrylonitrile butadiene styrene polymer is made with a 65% styrene-butadiene rubber substrate.
6. The method of claim 1 wherein the acrylonitrile butadiene styrene polymer is made with a 35% styrene-butadiene rubber substrate.
7. The method of claim 1 wherein the acrylonitrile butadiene styrene polymer is present in a range of 5% to 30% by weight of the cement.
8. The method of claim 1 wherein the water is present in a range of 38% to 70%
by weight of the cement.
9. A cementing composition for sealing a subterranean zone penetrated by a well bore comprising:
cement, acrylonitrile butadiene styrene polymer, and water.
10. The composition of claim 9 further comprising silica flour.
11. The composition of claim 9 wherein the cement is Portland cement, pozzolan cement, gypsum cement, aluminous cement, silica cement, or alkaline cement.
12. The composition of claim 9 wherein the acrylonitrile butadiene styrene polymer is made with a 70% polybutadiene substrate.
13. The composition of claim 9 wherein the acrylonitrile butadiene styrene polymer is made with a 65% styrene-butadiene rubber substrate.
14. The composition of claim 9 wherein the acrylonitrile butadiene styrene polymer is made with a 35% styrene-butadiene rubber substrate.
15. The composition of claim 9 wherein the acrylonitrile butadiene styrene polymer is present in a range of 5% to 30% by weight of the cement.
16. The composition of claim 9 wherein the water is present in a range of 38%
to 70% by weight of the cement.
17. A method of sealing a subterranean zone penetrated by a well bore comprising:
preparing a cementing composition comprising cement, acrylonitrile butadiene styrene polymer, and water, wherein the acrylonitrile butadiene styrene polymer is present in a range of 5% to 30% by weight of the cement;
placing the cementing composition into the subterranean zone; and allowing the cementing composition to set therein.
18. The method of claim 17 wherein the cement is Portland cement, pozzolan cement, gypsum cement, aluminous cement, silica cement, or alkaline cement.
19. The method of claim 17 wherein the acrylonitrile butadiene styrene polymer is made with a 70% polybutadiene substrate.
20. The method of claim 17 wherein the acrylonitrile butadiene styrene polymer is made with a 65% styrene-butadiene rubber substrate.
21. The method of claim 17 wherein the acrylonitrile butadiene styrene polymer is made with a 35% styrene-butadiene rubber substrate.
22. The method of claim 17 wherein the water is present in a range of 38% to 70% by weight of the cement.
23. The method of claim 17 wherein the cementing composition further comprises silica flour.
CA2440102A 2002-09-19 2003-09-09 Elastomeric admixtures for improving cement elasticity Expired - Fee Related CA2440102C (en)

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US10/246,943 US20040055748A1 (en) 2002-09-19 2002-09-19 Elastomeric admixtures for improving cement elasticity
US10/246,943 2002-09-19

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CA2440102C (en) 2013-01-08
EP1400497A2 (en) 2004-03-24
US20050028981A1 (en) 2005-02-10
US7007755B2 (en) 2006-03-07
NO20033994L (en) 2004-03-22
US7138446B2 (en) 2006-11-21
NO20033994D0 (en) 2003-09-10
EP1400497B1 (en) 2012-11-07
EP1400497A3 (en) 2004-08-25
NO333557B1 (en) 2013-07-08
US20040055748A1 (en) 2004-03-25
US20040198872A1 (en) 2004-10-07

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