Classifications

• • C—CHEMISTRY; METALLURGY
  • C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
  • C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
  • C09K8/00—Compositions for drilling of boreholes or wells; Compositions for treating boreholes or wells, e.g. for completion or for remedial operations
  • C09K8/42—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells
  • C09K8/46—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells containing inorganic binders, e.g. Portland cement
  • C09K8/467—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells containing inorganic binders, e.g. Portland cement containing additives for specific purposes
• • C—CHEMISTRY; METALLURGY
  • C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
  • C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
  • C09K8/00—Compositions for drilling of boreholes or wells; Compositions for treating boreholes or wells, e.g. for completion or for remedial operations
  • C09K8/42—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells
  • C09K8/46—Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells containing inorganic binders, e.g. Portland cement
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
  • C04B18/04—Waste materials; Refuse
  • C04B18/06—Combustion residues, e.g. purification products of smoke, fumes or exhaust gases
  • C04B18/08—Flue dust, i.e. fly ash
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions 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
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/02—Compositions 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
  • C04B28/10—Lime cements or magnesium oxide cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
  • C04B28/14—Compositions 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 calcium sulfate cements
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B7/00—Hydraulic cements
  • C04B7/24—Cements from oil shales, residues or waste other than slag
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B33/00—Sealing or packing boreholes or wells
  • E21B33/10—Sealing or packing boreholes or wells in the borehole
  • E21B33/13—Methods or devices for cementing, for plugging holes, crevices or the like
• • E—FIXED CONSTRUCTIONS
  • E21—EARTH OR ROCK DRILLING; MINING
  • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
  • E21B33/00—Sealing or packing boreholes or wells
  • E21B33/10—Sealing or packing boreholes or wells in the borehole
  • E21B33/13—Methods or devices for cementing, for plugging holes, crevices or the like
  • E21B33/138—Plastering the borehole wall; Injecting into the formation
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
  • C04B2103/20—Retarders
  • C04B2103/22—Set retarders
• • C—CHEMISTRY; METALLURGY
  • C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
  • C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
  • C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
  • C04B2111/00034—Physico-chemical characteristics of the mixtures
  • C04B2111/00198—Characterisation or quantities of the compositions or their ingredients expressed as mathematical formulae or equations
• • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
  • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
  • Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
  • Y02P40/00—Technologies relating to the processing of minerals
  • Y02P40/10—Production of cement, e.g. improving or optimising the production methods; Cement grinding
• • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
  • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
  • Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
  • Y02W30/00—Technologies for solid waste management
  • Y02W30/50—Reuse, recycling or recovery technologies
  • Y02W30/91—Use of waste materials as fillers for mortars or concrete

Definitions

• the present invention relates to cementitious components and, more particularly, in certain embodiments, to methods of determining a reactive index for cementitious components.
• well treatments include a wide variety of methods that may be performed in oil. gas, geoihermal and/or water -wells, such as drilling, completion, and workover methods.
• the drilling, completion and workover methods may include, but are not limited to, drilling, fracturing, -acidizing, logging, cementing, grave! packing, perforating and conformance methods.
• Many of these well treatments are designed to enhance and/or facilitate the recovery of desirable fluids from a subterranean well.
• These fluids may include hydrocarbons such as oil and/or gas.
• settable compositions are commonly utilized.
• the term "settable composition” refers to a coraposition ⁇ s) that hydraulieally sets or otherwise develops compressive strength.
• Settable compositions may be used In primary cementing operations whereby pipe strings * , such as casing and liners, are cemented in well bores.
• a settable composition may be pumped into an annul us between a subterranean formation and the pipe string disposed in the subterranean formation or between the pipe string and a larger conduit disposed in the subterranean formation.
• the settable composition should set in the anmsSus, thereby forming an annular sheath of hardened cement (e.g., a cement sheath) that should support and position the pipe string in the welt bore and bond the exterior surface of the pipe string to the walls of the well bore or to the larger conduit.
• Settable compositions also may he used in remedial cementing methods, such as the placement of cement plugs, and in squeeze cementing for sealing voids in a pipe string, cement sheath, gravel pack, formation, and the like.
• Settable compositions may also be used in suriace applications, for example, construction cementing.
• Settable compositions tbr use in subterranean formations may typically include a cementitious component which hydraulieally sets, or otherwise hardens, to develop compressive strength.
• cementitious components that can he included in settable compositions include Portland cement, calcium alum ate cement, cement kiln dust, lime kiln dust, fly ash, slag, pumice, and rice-hull ash, among others.
• the performance of these different cementitious components in settable compositions may vary and can even vary tor a particular cementitious component depending, for example, on the particular type or source of the component For example, certain of these cementitiou components may have undesirable properties that can: make them unsuitable for use in well treatments.
• the present invention relates to cernentitious components and, more particularly, in certain embodiments, to methods of determining reactive index, for cementitious components,
• An embodiment discloses a method of treating a well comprising: providing a treatment fluid comprising a base fluid and a blended cementitious component, wherein the blended cementitious component comprises kiln dust from two or more different sources; and introducing the treatment fluid into a well bore.
• Another embodiment discloses a method of cementing comprising; providing a settab!e composition conrprising water and a blended cementitious component, wherein the blended cementitious component comprises kiln dust from two or more different sources; and allowing the sellable composition to set to form a hardened mass.
• Another embodiment discloses a method of cementing comprising: providing a sellable composition comprising water and a blended cementitious component, wherein the blended cementitious component comprises kiln dust and an additional cementitious component, the kiln dust and the additional cementitious component each have a determined reacti e index; and allowing the sellable composition to set to form a hardened mass.
• Another embodiment discloses a method of preparing a blended cementitious component comprising: providing a first kiln dust, the first kiln dust being from a first source; providing a second kiln dust, the second kiln dust being from a second source; and blending at least the first kiln dust and the second kiln dust to form the blended cementitious component.
• Another embodiment discloses a method of measuring reactivity of a kiln dust comprising: measuring a parameter of the kiln dust, the kiln dust having a specific surface area; and dividing the measured parameter by the specific surface area of the kiln dust to obtain a reactive inde for the kiln dust.
• Another embodiment discloses a well treatment fluid comprising: a base fluid; and a blended cementitious component comprising kiln dust from two or more different sources.
• FIG. 1 is a chart showing measured reactive indexes for various supply sources of cement kiln dust.
• FIG. 2 is a chart comparing actual versus predicted compressive strength for dry blends of cement kiln dust.
• FIG. 3 is a chart comparing actual versus predicted volume average apparent viscosity at 51 ! sec "5 for dry blends of cement kiln dust
• FIG. 4 is a chart comparing actual versus predicted volume average apparent viscosity at 51 see *1 for dry blends of cement kiln dust.
• the present invention relates to eementUious components and, more particularly, in certain embodiments, to methods of determining a reactive index for eementitious components.
• determining the reactive index for cementitipus components blends of eementitious components may be used in well treatments, according to particular embodiments, that can provide more predictable and consistent performance- in addition, additions! embodiments may include using the determined reactive index to provide blends of eementitiou components in which one or more parameters have been optimized, including compressive strength. Young's Modulus, fluid loss, and/or thickening time, for example.
• the reactive index of a eementitious component may be referred to as a measure of the cement itious component's reactivity as adjusted for differences in surface area.
• Example techniques for determining the reactive index may comprise measuring a parameter of the eementitious component, and then dividing the measured parameter by the specific surface area of the eementitious component.
• the reactive index for a eementitious component may be calculated in accordance with the following equation:
• Ri is the reactive index
• MP is the measured parameter of the eementitious component
• SSA is the specific surface area of the eementUious component, hi general, specific surface area is a property of a particulate solid and, as used herein, is defined as the total surface area of the eementitious component divided by the mass of the eementitious component or the total surface area divided by the bulk volume of the eementitious component
• eementitious components are particulate solids that hydrau!ically set, or otherwise harden, to develop compressive strength in the presence of water
• eementitious components include Portland cements, calcium a!unrinate, gypsum, pozzolanic materials, and kiln. dust. Mixtures of one or more different eementitious components may also be used. In some embodiments, the eementitious component may be combined with lime.
• the eementitious component may comprise Portland cement.
• Portland cement is a commonly used eementitious component tha hydrauHcally reacts with water to develop compressive strength.
• suitable Portland cements may include those classified as Classes A, C > Q and H cements according to American Petroleum institute, API: Specification for Materials and Testing for Weil Cements, API Specification 10, Filth Edition, July 1 , 1990.
• Portland cements suitable for use i embodiments of the present invention may also include those classified as ASTM Type 1, 1/11, I, 01, IV, or V, in some embodiments, blends of cementitious components containing Portland cement may be used.
• the cementitious component may comprise a calcium alummate.
• Calcium aluminate may hydrauticai!y react with water t develop compressive strength.
• Calcium alummate may be included in cements commonly referred to as calcium aluminate cements or high alumina content cements.
• Calcium aluminate cements may be prepared in a manufacturing process that includes mixing a calcium bearing material (e.g., limestone) and an aluminum -bearing material (e.g., bauxite).
• the cementitious component may comprise gypsum.
• Gypsum is a material that sets in the presence of water to develop compressive strength, Gypsum may be included in cements commonly referred to as gypsum cements.
• gypsum cements For use in cements, gypsum may, in some instances, be burned at extremely high temperatures and then ground, In particular embodiments, gypsum may be added to Portland cement,
• the cementitious component may comprise a pozzolanie material.
• Pozzolanie .materials thai may be suitable for use include a wide variety of natural or artificial materials that exhibit cementitious properties in the presence of calcium hydroxide.
• Suitable pozzolanic material examples include natural and artificial pozzolans, such as fly ash, silica fume, slag, burned shale, burned clay, metakao!in, pumice, diatomaeeous earth, volcanic ash, opaline shale, tuff, and burned organic materials, such as agricultural waste ash, municipal waste ash (e.g., municipal solid waste ash), waste-water treatment waste ash, animal waste ash, non-hiim.an-non ⁇ ani.mal industrial waste ash, and combinations thereof.
• natural and artificial pozzolans such as fly ash, silica fume, slag, burned shale, burned clay, metakao!in, pumice, diatomaeeous earth, volcanic ash, opaline shale, tuff, and burned organic materials, such as agricultural waste ash, municipal waste ash (e.g., municipal solid waste ash), waste-water treatment waste ash, animal waste ash, non-
• agricultural waste ash examples include, for example, rice husk ash, wood (e.g., sawdust, bark, twigs, branches, other waste wood.) ash, tree leave ash, com cob ash, cane (e.g., sugar cane) ash, bagasse ash. grain (e.s.. amaranth, barlev. com flaxseed- millet, oat.
• quinoa, rye, wheat etc, and related by-product(s) e.g., husks, hulls, etc.
• ash orchard ash
• vine trimming ash grass
• grass e.g., Korai, Tifton, native shiba, etc.
• straw ash ground nut shell ash
• legume e.g., soybean
• the cementitious component may comprise a kiln dust.
• a kiln dust Includes cement kiln dust .
• Cement kiln dust refers to a partially calcined kiln feed which is removed from the gas stream and collected, for example, in a dust coiiector during the manufacture of cement.
• the cement kilo dust generally may exhibit cemeniitious properties, in thai it may set and harden in the presence of water. Usually, large quantities of cement kiln dust are collected in the production of cement thai are commonly disposed of as waste.
• cement kiln dust can add undesirable costs to the manufacture of the cement, as well as the environmental concerns associated with its disposal.
• the chemical analysis of the cement kiln dust from various cement manufactures varies depending on a number of factors, including the particular kiln feed, the efficiencies of the cement production operation, and the associated dust collection systems.
• Cement kin dust generally may comprise a variety of oxides, suc as Si0 2 , A 0 3 , Pe 2 Oj, CaO, MgC), $O h ⁇ , and f Q
• Another example of a kiln dust includes lime kiln dust.
• Lime kiln dust refers to a product generated in the manufacture of lime.
• the lime kiln dust may be collected, for example, by dust control systems in ' the calcination of lime-stone.
• one or more parameters of the cemeniitious component may be measured and then used .in determining the reactive index.
• the parameters may include a number of different parameters that may be measured using standard laboratory testing techniques for a sellable composition comprising a cemeniitious component and water. Additional components may also be included in the se-ttable compositions, for example, to vary one or more properties of the treatment fluid.
• Parameters of the cementitious component, or settable composition contained therein, that may be measured include, for example, compressive strength, Young's Modulus, fluid loss, thickening lime, rheoiogieal values (e.g., volume average apparent viscosity, plastic viscosity, yield point, etc.) and/or free water.
• Compressive strength is generally the capacity of a material or structure to withstand axially directed pushing forces.
• the compressi ve strength of the cementitious component may be measured at a specified time after the cementitious component has been mixed with water and the resultant treatment fluid is maintained under specified temperature and pressure, conditions, '
• compressive strength can be measured at a time in the range of about 24 to about 48 hours after the fluid is mixed and the fluid is maintained at a temperature of l?0°F and atmospheric pressure.
• Compressive strength can. be measured by either a destructive method or non-destructive method. The destructive method physically tests the strength of treatment fluid samples at various points in time by crushing the samples in a compression-testing machine.
• the compressive strength is calculated from the failure load divided by the cross-sectional area resisting the load and is reported in units of pound- force per square inch (psi).
• Non-destructive methods typically may emplo an Ultrasonic Cement Analyzer ("UCA"),, available from Fann instrument Company,, Houston, TX, Compressive strengths .may be determined In accordance with API RP 10B-2, Recommended Practice for Testing Well Cements, First Edition, July 2005,
• Young's modulus also referred to as the modulus of elasticity is a measure of the relationship of an applied stress to the resultant strain.
• a highly deformable (plastic) material will exhibit a lower modulus when the confined stress is increased.
• T hus the Young's modulus is an elastic constant that demonstrates the ability of the tested material to withstand applied loads.
• a number of different laboratory techniques may be used to measure the Young's modulus of a treatment fluid comprising a cementitious component after the treatment fluid has been allowed to set for a period of time at specified temperature and pressure conditions.
• Fluid loss typically refers to loss of a fluid such as a treatment fluid into a subterranean formation.
• a number of different laboratory techniques may be used to measure fluid loss of a treatment fluid to give an indication of the behavior of the treatment fluid in a well, Fluid loss may be measured using a static fluid-loss test, with either a static or stirred fluid-loss cell, in accordance with the afore-mentioned API RP Practice I OB-2.
• Thickening time typically refers to the time a fluid, such as treatment fluid, comprising the cementltious component, remains in a fluid state capable of being pumped.
• a number of different laboratory techniques may be used to measure thickening time to give an indication of the amount of time a treatment fl id wilt remain pumpable i a well
• An example technique for determining whether a treatment fluid is in a pumpable fluid state may use a high-temperature high -pressure consistometer at specified pressure and temperature conditions, in accordance with the procedure for determining cement thickening times set forth in the afore-mentioned API RP Practice I 0B-2.
• the thickening time may be the time for the treatment fluid to reach 70 Bearclen units of consistency ("Be") and may be reported in time to reach 70 Be.
• Be Bearclen units of consistency
• heologjcal values of a fluid may be determined to characterize the fluid's heological behavior.
• Rheo!ogical values that ma be determined include volume average apparent viscosity, yield point and plastic viscosity, among others.
• Plastic viscosity is typically a measure of the resistance of a fluid to flow.
• the yield point may be a parameter of the Bing am plastic model, the yield point being the slope of the shear stress/shear rate line above the yield point.
• Yield point is typically a measure of the point at which a material can no longe deform elastically.
• the yield point may be a parameter of the Bingham plastic model, the yield point being the yield stress extrapolated to a shear rate of zero.
• a number of different laboratory techniques may be used to measure rheoiogieal values of a treatment fluid to give an indication of the behavior of the treatment fluid in a well. Rheoiogieal values may be determined in accordance with the procedure set forth in API RP Practice S 0B ⁇ 2,
• Free water typically refers to any water in fluid that is in excess to what is required to fully hydrate the components of the fluid. Free water can be undesired as it may physically separate from a cement composition as it sets. Free water may also be referred to as free fluid. A number of different laboratory techniques may be used to measure free water of a. treatment fluid to give an indication, of the behavior of the treatment fluid in a well. Free water may be determined in accordance with the procedure set forth in API R P Practice 10B-2.
• the reactivity of cementiiious components may vary between different t pes of cementiiious components or even, between different sources for a particular type of cementitious component.
• the reactivit of Portland cement and another cementitious component such as a po olanic materia!, may be different.
• the reactivity of a cementiiious component may vary between different sources for the cementitious component Sn some embodiments, the reactive index of the cementitious component may vary between two or more different sources by a factor of at least about 2:1.
• the reactive index of the cementitious component between different sources may vary by an amount between any of and/or including any of about 2:1, about 10: 1 , about 50:1, about 100:1, about 250: L about 500:1 , or about 1000:1. Because the reactivity varies between different cementitious components and even between different sources for a cementitious component, the performance of different cementitious components may be unpredictable and may also lead to a lack of consistency for the cementitious components when used in treatment fluids such as sellable compositions, in some instances, the perionnance of a particular cementitious component may have undesirable properties, which may make it unsuitable for use. For example, a cementitious component from a particular source may have properties making it undesirable for use.
• a blend of two or more different cementitious components may be used to provide a blended cementitious component that may have properties suitable for use in -a particular application. This may be particularly useful, for example, where one of the cementitious components in the blend may have properties making it unsuitable for particular applications.
• a cementitious component such as cement kiln dust from a first source may be blended with a cementiiious component such as cement kiln dust from a second source.
• one or both of the eementitious components may have reactivities thai are unsuitable for a particular application,
• the reactivities of each cemeniitious component may be individually too slow or too fast for a particular application
• the blends of the eementitious component from the two different sources may form a blended cemeniitious component having compressive strength properties that are suitable for the application.
• the relative proportions e.g., weight fractions ⁇ of each eementitious component in the blended eementitious component may then be adjusted to adjust the compressive strength properties of the blended eementitious component.
• the two or more eementitious components in the blended eementitious component may include, for example, two or more different types of eementitious components, such as Portland cement and cement kiln dust.
• the two or more, eementitious components in the blended eementitious component may include, for example, a eementitious component from two or more different sources.
• a first eementitious component may comprise cement kiln dust from a first source
• the second eementitious component may comprise cement kiln dust from a second source
• embodiments are not limited to only two different sources, but may include a eementitious component, such as cement kiln dust, from three, four, five, or even more different sources.
• the two or more different sources for the eementitious component may include different manufactures, different cement manufacturing plants, and the like
• a eementitious component, such as cement kiln, dust which is byproduct from the cement manufacturing plant may have a number of different sources available throughout the world.
• different sources for cement kiln dust may include di.tYere.nt manufacturing plants throughout the world at which cement kiln dust can be generated.
• the two or more eementitious components may be blended to form the blended eementitious component, for example, prior to combination with water and/or other components of the treatment fluid.
• the two or more eementitious components may be dry blended to form a dry blend comprising the two or more eementitious components.
• the dry blend may then be combined with water and/or other components, in any order, to form the treatment fluid.
• the use of the term "biend" is not intended to imply that the two or more eementitious components have been dry blended prior to combination with water.
• the blend o two or more eementitious components ma not be combined until after one, or even both, of the eementitious components has already been blended with water.
• the reactive index may be used to optimize the blended eementitious component, wherein the blended eementitious component comprises two or more cementitious components.
• the reactive index may be used to optimize one or mor parameters of the blended cementitious component, including compressive strength. Young's Modulus, fluid loss, and/or thickening time.
• Optimizing the blended cementitious component may include determining the reactive index, for each of the cemenlitious components in the blended cementitious component.
• the reactive indexes for the cementitious components may then be used to predict the performance of the blended cementitious component
• the ratio of each cementitious component may be adjusted to optimize the performance of the blended cementitious component.
• the performance of the blended cementitious component may be optimized with the performance of the blended cementitious com onent estimated using the following equation:
• Ei ⁇ is the estimated parameter for the blended cementitious component
• i is the individual cementitious component from the set of cementitious components i to n
• n is an integer
• Ij is the reactive index for cementitious component i
• SSAj is the specific surface area tor cementitious component i
• f is the mass fraction of the cementitious component I
• m is a number from .1 to 10.
• the set of cementitious components may include 2 or more different cementitious components.
• the two or more different cementitious component may he different types of cementitious components, such as Portland cement and slag, or may he from different sources, such as cement kiln dust from a first source and cement kiln dust from a second source, i some embodiments, m may he 1 , In alternative embodiments, m may be 7/3.
• the mean particle size of the cementitious component may be altered from its original particle size.
• the reactive index may then be measured for the altered cementitious component.
• the altered cementitious component may be included in a blended cementitious component.
• the mean particle size of the cementitious component can be altered using any suitable technique, including, without limitation, grinding or separating to provide a material having an altered particle size. Separating the cementitious component may include sieving or any other suitable technique .for separating the cementitious component to provide a mean particle size that has been altered from its original size. For example, sieving may be used to produce cementitious component having an Increased or reduced mean particle size as desired for a particular application.
• grinding may be used to decrease the mean particle size of the cementitious component.
• Combinations of grinding and separating may be used in some embodiments.
• the term "ground” or “grinding” as used, herein means using a grinder (e.g., ball mill, rod mill, etc) to reduce the particie size of the specified component(s).
• a grinder e.g., ball mill, rod mill, etc
• An example of a suitable grinder is an 8000 Mixer/Mil I* ball mill avai lable from SPEX Sample Prep, in some embodiments, the cementitious component may be ground for a time period in a range of from about 30 minutes to abou t S. hour.
• the mean particle size of the cememitious component can be altered to any size suitable for use in cementing operations. I.n some embodiments, the mean particle size of the cementitious component may be altered from its original particie size to have a mean particie size in a range of about I micron to about 350 microns. The mean particle size corresponds to d50 values as measured by particie size analyzers such as those manufactured by Malvern instruments, Worcestershire, United Kingdom.
• the mean particle size of the cementitious component may be increased from its original size, for example, the mean particle size of the cementitious component may be at least 5% greater than its original size, in some embodiments, at least a portion of the cementitious component may be increased to a size that is in a range of from about 5% to about 500% greater than its original size, hi some embodiments, the mean particle size may be increased to a size ranging between any of and/or including any of about 5%, about 10%, about 20%, about 30%, about 40%, about 50%, about 60%,about 70%, about 80%, about 90%, about 100%, about 200%, about 300%, about 400%, or about 500% greater than its original size.
• the mean particle size of the cementitious component may he reduced from its original size.
• the mean particie size may be reduced in an amount sufficient to increase the compressive strength of the cementitious component.
• the cementitious component may have a mean particle size that is at least 5% less than its original size, in some embodiments, at least a portion of the cementitious component may be reduced to have a mean particie size in a range of from about 5% to about 95% of its original size.
• the mean particle size may be reduced to a size ranging between any of and/or including any of about 5%, about 10%, about i 5%, about 20%, about 25%, about 30%, about 35%, about 40%, about 45%, about 50%, about 55%, about 60%, about 6%, about 70%, about 75%, about 80%, about 90%, or about 95% of its original size.
• the reduced particle size cementitious component may have a mean particle size of less than about 15 microns.
• the reduced particle size cementitious component may have a mean particie size of less than about 10 microns, less than about 5 microns, less than about 4 microns, less than about 3 microns, less than about 2 microns, or less than about 1 micron, in specific embodiments, the .reduced particle size cementitious component may have a mean particle size in a range of from about (5, 1 microns to about 15 microns, from about 0.1 microns to about 19 microns, or from about I micron to about S O microns.
• One of ordinary- skill in the art, with the benefit of this disclosure, should be able to select a particle size for the cementitious component suitable for a particular application.
• the mean particle size of the cement kiln dust may be reduced in an amount sufficient to provide an increase in compressive strength for the settable composition.
• the .mean particle sim may be reduced to provide an increase in compressive strength of at least about 5%, about 25%, about 50%, abou 75%, or about 100%,
• the cemeniitious components may be included in treatment fluids that can be used in a variety of operations that may be performed in subterranean formations.
• the cementitious component may have reactive index calculated according to disclosed embodiments.
• a blended cementitious component may be used, in some embodiments, the reactive index may be used in determining the cementitious components in a particular blended cementitious component.
• treatment fluid will be understood to mean any fluid that may be used in a subterranean application in conjunction with a desired function and/or for a desired purpose.
• treatment fluid is not intended to imply any particular action by the fluid.
• Treatment fluids often are used, in, e.g., well drilling, completion, and stimulation operations.
• treatment fluids include drilling • fluids, well cleanup fluids, work ver fluids, conformance fluids, gravel pack, fluids, acidizing fluids, fracturing fluids, cement compositions, spacer fluids, and the like,
• compositions and methods may be used in a variety of applications, they may be particularly useful for subterranean well completion and remedial operations, such as primary cementing of casings and liners in well bores. They also may be useful for surface cementing operations, including construction, cementing operations. Accordingly, embodiments of the present invention disclose settable compositions comprising a cementitious component and water.
• the cementitious component may be included in embodiments of the settable compositions in an amount suitable for a particular application.
• the cementitiou component may comprise cement kiln dust.
• the cement kiln dust may be present in an amount in a range of from about 0,01 % to 1 0% by weight of the cementitious component ("bwoc").
• the cement kiln dust may be present in an amount ranging beiween any of and/or including any of about 0.01 %, about 5%, about 10%, about 20%, about 30%, 40%, about 50%, about 60%, about 70%, about 80%, about 90%. or about 100%.
• the cementitious component may be free or essentially free (for example, no more than .1% by weight of the cementitious component) of any additional cementitious components other than the cementitious component, hi some embodiments, the cementitious component may be essentially free of Portland cement.
• the cementitious component may be free or essentially free (for example, no more than .1% by weight of the cementitious component) of any additional cementitious components other than the cementitious component, hi some embodiments, the cementitious component may be essentially free of Portland cement.
• One of ordinary skill in the art with the benefit of this disclosure should be able to determine an appropriate amount of the cementitious component to include for a particular application.
• the water used in embodiments of the settable compositions of the present invention may include, for example, freshwater, saltwater (e.g., water containing one or more salts dissolved therein), brine (e.g., saturated saltwater produced from subterranean formations), seawater, or any combination thereof.
• the water may be from any source, provided, for example, that it does not contain an excess of compounds that may undesirably affect other components in the settable composition, in some embodiments, the water may be included in an amount sufficient to form a pompable slurry.
• the water may be included in the settable compositions of the present invention in an amount in a range of from about 40% to about 200% bwoc.
• the water may be present in an amount ranging between any of and/or including any of about 50%, about 75%, about 100%, about .125%, about .150%, or about 175% by weight of the cement, hi speciilc embodiments, the water ma be included in an amount in the range of from about 40% to about 150% bwoc.
• the appropriate amount of water to include for a chosen application will recognize the appropriate amount of water to include for a chosen application,
• additives suitable for use in subterranean cementing operations may also be added to embodiments of the settable compositions, in accordance with embodiments of the present invention.
• additives include, but are not limited to, fiuid- loss-control additive, set retarder, strength-retrogression additives, set accelerators, weighting agents, lightweight additives, gas-generating additives, mechanical-property- enhancing additives, lost-circulation materials, filtration-control additives, foaming additives, thixotropic additives, and any combination thereof.
• additives include crystalline silica, amorphous silica, fumed silica, salts, fibers, hydratable clays, calcined shale, vitrified shale, microspheres, hollow glas spheres, fly ash, diatomaceous earth, raetakaolin, ground perlite, rice husk ash, natural pozzolan, zeolite, cement kiln dust, resins, any combination thereof, and the tike,
• crystalline silica amorphous silica, fumed silica, salts, fibers, hydratable clays, calcined shale, vitrified shale, microspheres, hollow glas spheres, fly ash, diatomaceous earth, raetakaolin, ground perlite, rice husk ash, natural pozzolan, zeolite, cement kiln dust, resins, any combination thereof, and the tike
• embodiments of the sellable compositions generally should have a density suitable for a particular application.
• embodiments of the sellable compositions may have a density of about 4 pounds per gallon ⁇ "Ib gaP) to about 20 lb/gal in certain embodiments, the settable compositions may have a density of about lb/gal to about I ? lb/gal.
• Embodiments of the sellable compositions may be foamed or unfoamed or may comprise other means to reduce their densities, such as hollow microspheres, low-density elastic beads, or other density- reducing additives known in the art.
• the sellable composition may comprise weighting agents or other means to increase their densities.
• the settable compositions ma have a thickening time of greater than about 1 hour, alternative! v. greater than about 2 hours, alternative! v greater than about 5 hours at 3,000 psi and temperatures in & range of from about 50° F to about 400 '3 P, alternatively, in a range of from about 80°F to about 250 F, and alternatively at a temperature of about 140°F.
• the settable composition may have a 24- hour compressive strength in a range of from about 100 psi to about 10,000 psi and, alternatively, from about 350 psi about 3,000 psi at atmospheric pressure and temperatures in a range of from about 50°F to about 400°I% alternatively, in a range of from about 80°F to about 250°F, and alternatively at a temperature ' of about 180°F»
• the components of the settable composition may be combined in an order desired to form a settable composition that can be placed into a subterranean formation.
• the components of the settable impositions may be combined using any mixing device compatible with the composition, including a bulk mixer, for example, in some embodiments, a dry blend may first be formed by the cementitious component, or mixture of cementitious components. The dry blend may then be combined with water to form the settable composition.
• Other suitable techniques may be used for preparation of the settable compositions as will be appreciated by those of ordinary skill in the art in accordance with embodiments of the present invention.
• a cement composition may be provided that comprises a cementitious component and water, and allowed set.
• the cement composition may be introduced into a subterranean formation, and allowed to set therein.
• introducing the cement composition into a subterranean formation includes introduction into any portion of the subterranean formation, including, without limitation, into a well bore drilled into the subterranean formation, into a near well bore region surrounding the well bore, or into both,
• embodiments may comprise providing a cement composition, introducing the cement composition into a well- bore annul us; and allowing the cement composition to set in the aonulus to form a hardened mass.
• the well-bore annul us may include, for example, an annular space between a conduit (e.g., pipe string, liner, etc.) and a wall of a well bore or between the conduit and a larger conduit in the well bore, Generally, in most instances, the hardened mass should fix the conduit in the well bore.
• a cement composition may be used, for example, in squeeze-cementing operations or in the placement of cement plugs.
• the cement composition may be placed i a well bore to plug an opening, such as a void or crack in the formation, in a gravel pack, in the conduit, in the cement sheath, and/or a .microannulus between the cement sheath and the conduit or formation.
• An example of such a method may comprise piacing the cement composition into the void, and allowing the cement composition to set in th void.
• the cementitious component may have a reactive index determined according to disclosed embodiments, in some embodiments, a blended cementitious component may be used. In some embodiments, the reactive inde may be used in determining the amount of cementitious components that are in a particular blended cementitious component.
• An example method may include a subterranean treatment method that comprises providing a treatment fluid comprising the cementitious component and introducing the treatment fluid into a subterranean formation.
• a drilling fluid may comprise the cementitious component, wherein the drilling fluid may be circulated downwardly through a drill pipe and drill bit and. then upwardly through the well bore to the surface.
• the drilling fluid used may be any number of fluids (gaseous or liquid) and mixtures of fluids and solids (such as solid suspensions, mixtures, and emulsions).
• a spacer fluid may comprise the cementitious component, which may have a determined reactive index according to disclosed embodiments.
• Spacer fluids may be used, for example, in the displacement of fluids from. well bore, in an embodiment, the fluid displaced by the spacer fluid comprises a drilling fluid.
• the spacer fluid may be used to displace the drilling fluid from the we ' ll bore.
• the cement composition may be allowed to set in the well bore.
• the cement composition may include, for example, cement and water, in some embodiments, at least a portion of the spacer fluid may he left in the well bore, the spacer fluid in the well bore setting to form a hardened mass,
• the reactive indexes for compressive strength for thirty-three different samples of cement kiln dust were determined and are provided In FIG. I .
• the CKD samples are each from a different supply source,
• the reactive indexes for thirty-three CKD samples were determined by dividing the determined 24-hour compressive strength for a settable composition by the specific surface area of the CKD sample.
• the specific surface area for each CKD sample was determined, by dividing the total surface area of the particular CKD sample by the sample mass. The surface area was determined using a Malvern particle size analyzer.
• the 24-hour compressive strength for each CKD sample was determined by first preparing a settable composition that comprised the CKD sample in an amount of 1.00% bwoc and water in an amount sufficient to provide a density of about 13 lb/gal After preparation, the settable composition was allowed to cure for 24 hours in 2" x. 4" metal cylinder that was placed in a water bath at 170*F to form set cement cylinders. Immediately after removal from, the water bath, destructive compressive strengths were determined using a mechanical press in accordance with API RP 108-2.
• Blended cementifcious components were prepared that comprised mixtures o the CKD samples from Example 1 , as indicated in. the table below,. The determined reactive indexes for the CKD samples were then itsed in the following equation to predict the performance of each blended cementitious component.
• CSwe* - ( i: x )(SSA )(3 ⁇ 4f ,-(Ri F )(SSA )(Sv) w + (Ri K )(SSA E ) ⁇ h ⁇ f
• CS ⁇ is ihe estimated compressive strength tor the blended cemeniMous component
• f3 ⁇ 4 is the reactive index for comp ssive strength for CKD Sample Z and was 6.9
• m is 1
• SSA is the specific surface area for CKD Sample Z and was 2.32
• i3 ⁇ 4 is the mass fraction of CKD Sample X
• Rip is the reactive index for compressive strength for CKD Sample F and was 105
• SSAF is the specific surface area for CKD Sample F and was 2.33
• f is the mass fraction of CKD Sample F»
• R1 K is the reactive index for compressive strength for CKD Sample E and was 107
• SSA ⁇ is ihe specific surface area for CKD Sample E and was 3.6
• fa is the mass fraction of CKD Sample E.
• the estimated compressive strength values for the blended eementitious components were then compared with the actual 24-hour compressive strength values for the blended eementitious components.
• the 24-hour compressive strength for each blended eementitious component was determined by first preparing a toable composition that comprised the blended eementitious component in an amount of 100% bwoc and water in an amount sufficient to prov de a density of B Sh/gaL A cement dispersaiit (CF .-3TM cement friction reducer, from Halliburton Energy Services, lac.) In an amount of from 0,5% bwoc to L0% bwoc was added to some of the samples and should not impact determined compressive strength values.
• the sellable composition was allowed to cure for 24 hours in a 2" x 4'* metal cylinder that was placed in a water hath at 1 0°F to form set cement cylinders.
• destructive compressive strengths were determined using a mechanical, press in accordance with API RP 10B-2.
• FIG. 2 A chart of the actual compressive strength values versus the estimated compressive strength values is provided on FIG. 2. As shown on FIG, 2, the charted values have an " value of 0.952 and a slope of 0.9253. The estimated and actual compressive strength values for the blended eementitious components are also provided in Table I below.
• the reactive indexes for these samples were determined by dividing the determined volume average apparent viscosity for a settable composition by the specific surface area of the CKD sample.
• the specific surface area for each CKD sample was determined by dividing the total surface area of the particular CKD sample by the sample mass. The surface area was determined using a Malvern particle size analyser.
• the 24-hour volume average apparent viscosity ("VAV") for each CKD sample was determined by first preparing a settable composition chat comprised the CKD sample in an amount of .100% bwoc and water in an amount sufficient to provide a density of about 12 ih/gaf.
• the volume average apparent viscosities were measured at 511 isec '1 and 51 see "5 in accordance with API P i OB-2.
• blended cementitious components were prepared that comprised mixtures of CKD samples Z, f, E, as indicated in the tabic below.
• the determined reactive indexes at 51 1 sec '1 and 51 sec " ' for the CKD samples were then used in the following equation to predict the performance of each blended cementitious conipotient.
• VAVw ⁇ is the estimated volume average apparent viscosity for the blended eementitious component
• llh is the .reactive index tor volume average apparent viscosity for CKD Sample ⁇
• SSA is the specific surface area for CKD SampSe Z
• t3 ⁇ 4 is the mass fraction of CKD Sample Z
• m is 7/3
• 13 ⁇ 4 is the reactive index, for volume average apparent viscosiiy for CKD Sample F, SSA f .
• CKD Sample F is the specific surface area for CKD Sample F
• fp is the mass ⁇ Taction of CKD Sample F
• R3 ⁇ 4 is the reactive index for volume average apparent viscosiiy for CKD Sample E
• t $$ ⁇ 3 ⁇ 4 is the specific surface area for CKD Sample B
• K is the mass fraction of CKD Sample E
• the estimated volume average apparent viscosities at 5.1 1 sec '1 and 51 sec "1 for the blended eementitious components were then compared with the actual volume average apparent viscosities at 51 1 sec *1 and 51 sec * ' for the blended eementitious components.
• the volume average apparent viscosities for each blended eementitious component was determined by first preparing a sellable composition that comprised the blended eementitious component in an amount of 100% bwoc and water in an amount sufficient to provide a density of 12 lb/gal After preparation, the volume average apparent viscosities at 51 1 see " ' and 51 see *5 were determined in accordance with API RF 10B-2.
• Charts of the actual volume average viscosity values versus the estimated volume average viscosity values are provided on FIGS. 3 and 4. As shown, on FIG, 3, the charted values at 51.1 sec " ' have an R ⁇ value of 0.9894 and a slope of 0.9975. As shown on FIG. 4, the charted values at 51 see “5 have an R 2 value of 0.9931 and a slope of 0.9814.
• the estimated and actual volume average viscosity values for the blended eementitious components are also provided in Table 2 below.
• compositions and methods are described in terms of ''comprising,” “containing,” o “including “ ' various components or steps, the compositions and methods can also “consist essentially of or “consist of the various components and steps.
• indefinite articles “a” or “an. “ as used in the claims, are defi ned herein to mean one or more than one of the element that U Introduces.
• ranges from any lower limit may be combined with any upper limit to recite a range not. explicitly recited, as well as, ranges from, any lower limit may be combined with any other lower limit to recite a range not explicitly recited, in the same way, ranges from any upper limit may be combined with any other upper limi to recite a range not explicitly recited.
• any numerical range with a lower limit and an upper limit is disclosed, any number and any included range falling within the range are specifically disclosed.
• every range of values (of the form, "from about a to about IV or, equiva!entiy, “from approximately a to b, w or, equivalently, “'from approximately a-b") disclosed herein is to be understood to set forth every number and range encompassed within the broader range of values even if not explicitly recited.
• every point or individual value may serve as its own lower or upper limit combined with any other point or individual value or any other lower or upper limit, to recite a range not explicitly recited.

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