Cement compositions and methods utilizing nano-clay

Abstract
The present invention includes well treatment fluids and methods utilizing nano-particles. An embodiment of a method of the present invention may comprise introducing a treatment fluid comprising nano-clay into a subterranean formation. The treatment fluid may be selected from the group consisting of a cement composition, a drilling fluid, a spacer fluid, and a lost circulation control composition. Another embodiment of the present invention may comprise a method of cementing. The method of cementing may comprise introducing a cement composition comprising a hydraulic cement, nano-clay, and water into a subterranean formation. The method further may comprise allowing the cement composition to set in the subterranean formation. Yet another embodiment of the present invention may comprise a treatment fluid, the treatment fluid comprising nano-clay. The treatment fluid may be selected from the group consisting of a cement composition, a drilling fluid, a spacer fluid, and a lost circulation control composition.
Description
BACKGROUND

The present invention relates to well treatment fluids and methods utilizing nano-particles and, in certain embodiments, to well cement compositions and methods utilizing nano-clay.


In general, well treatments include a wide variety of methods that may be performed in oil, gas, geothermal 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, cementing, spacers, and lost circulation control methods. Many of these well treatments are designed to enhance and/or facilitate the recovery of desirable fluids (e.g., hydrocarbons) from a subterranean well.


In cementing methods, such as well construction and remedial cementing, well cement compositions are commonly utilized. For example, in subterranean well construction, a pipe string (e.g., casing and liners) may be run into a well bore and cemented in place using a cement composition. The process of cementing the pipe string in place is commonly referred to as “primary cementing.” In a typical primary cementing method, a cement composition may be pumped into an annulus between the walls of the well bore and the exterior surface of the pipe string disposed therein. The cement composition sets in the annular space, thereby forming an annular sheath of hardened, substantially impermeable cement that supports and positions the pipe string in the well bore and bonds the exterior surface of the pipe string to the subterranean formation. Among other things, the annular sheath of set cement surrounding the pipe string functions to prevent the migration of fluids in the annulus, as well as protecting the pipe string from corrosion. Cement compositions also may be used in remedial cementing methods, such as squeeze cementing, repairing casing strings and the placement of cement plugs. In some instances, cement compositions may be used to change the direction of the well bore, for example, by drilling a pilot hole in a hardened mass of cement, commonly referred to as a “kickoff plug,” placed in the well bore.


In operation, the annular sheath of cement formed between the well bore and the pipe string in primary cementing may suffer structural failure due to pipe movements which cause shear stresses to be exerted on the set cement. Such stress conditions are commonly the result of relatively high fluid pressures and/or temperatures inside the cemented pipe string during testing, perforating, fluid injection or fluid production. For example, such stress may occur in wells subjected to steam recovery or production of hot formation fluids from high-temperature formations. The high-internal pipe pressure and/or temperature can result in the expansion of the pipe string, both radially and longitudinally, which places stresses on the cement sheath causing the cement bond between the exterior surfaces of the pipe or the well bore walls, or both, to fail and thus allow leakage of formation fluids and so forth. Accordingly, it may be desirable for the cement composition utilized for cementing pipe strings in the well bores to develop high strength after setting and to have sufficient resiliency (e.g., elasticity and ductility) to resist loss of the cement bond between the exterior surfaces of the pipe or the well bore walls, or both. Also, it may be desirable for the cement composition to be able to resist cracking and/or shattering that may result from other forces on the cement sheath. For example, it may be desirable for the cement sheath to include structural characteristics that protect its structural integrity from forces associated with formation shifting, overburden pressure, subsidence, tectonic creep, pipe movements, impacts and shocks subsequently generated by drilling and other well operations.


Another problem that may be encountered in well cementing methods is the undesired gas migration from the subterranean formation into and through the cement composition. Problems with gas migration may be encountered during setting of the cement composition as it transitions from a hydraulic fluid to a solid mass. Gas migration may cause undesired flow channels to form in the cement composition that may remain in the cement composition after it has set into a hardened mass, potentially resulting in loss of zonal isolation.


Yet another problem that may be encountered in well cementing methods is associated with exposure to corrosive fluids. Examples of corrosive environments include exposure to acidic conditions either caused by actual placement of acid solutions for well treatment or in the presence of carbon dioxide (CO2). Carbon dioxide has been used for enhanced recovery methods by injecting CO2 into a permeable reservoir in order to displace oil and gas towards a producing well. Carbon dioxide sequestration activities involve placing CO2 into a reservoir for permanent storage. Upon exposure to water, the CO2 may yield carbonic acid. In addition, the carbon dioxide may also convert exposed cement surfaces to calcium carbonate, a process commonly referred to as carbonation. Calcium carbonate being acid soluble may then slowly be dissolved by the carbonic acid. Dissolution of the calcium carbonate by the carbonic acid may be more severe in a cement sheath with a higher permeability due to more flow paths for the carbonic acid into the cement sheath. To counteract problems associated with exposure to corrosive fluids, additives may often be added to a cement composition to reduce the permeability of the cement sheath. For example, latex additives have been added to reduce permeability. Reducing the water content by optimized particle packing also may reduce the permeability of the cement sheath. Reduction of the permeability of the cement sheath generally may reduce flow paths for the acid, thus reducing the exposure of the cement sheath to potentially damaging acid.


SUMMARY

The present invention relates to well treatment fluids and methods utilizing nano-particles and, in certain embodiments, to well cement compositions and methods utilizing nano-clay.


An embodiment of a method of the present invention may comprise introducing a treatment fluid comprising nano-clay into a subterranean formation. The treatment fluid may be selected from the group consisting of a cement composition, a drilling fluid, a spacer fluid, and a lost circulation control composition.


Another embodiment of the present invention may comprise a method of cementing. The method of cementing may comprise introducing a cement composition comprising a hydraulic cement, nano-clay, and water into a subterranean formation. The method further may comprise allowing the cement composition to set in the subterranean formation.


Another embodiment of the present invention may comprise a composition for use in a subterranean formation. The composition may comprise a treatment fluid that comprises nano-clay. The treatment fluid may be selected from the group consisting of a cement composition, a drilling fluid, a spacer fluid, and a lost circulation control composition.


The features and advantages of the present invention will be apparent to those skilled in the art upon reading the following description of specific embodiments.







DESCRIPTION OF SPECIFIC EMBODIMENTS

The present invention relates to well treatment fluids and methods utilizing nano-particles and, in certain embodiments, to well cement compositions and methods utilizing nano-clay.


An embodiment of the cement compositions of the present invention may comprise hydraulic cement, nano-clay, and water. Those of ordinary skill in the art will appreciate that embodiments of the cement compositions generally should have a density suitable for a particular application. By way of example, the cement compositions may have a density in the range of from about 4 pounds per gallon (“ppg”) to about 20 ppg. In certain embodiments, the cement compositions may have a density in the range of from about 8 ppg to about 17 ppg. Embodiments of the cement 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. Those of ordinary skill in the art, with the benefit of this disclosure, will recognize the appropriate density for a particular application.


Embodiments of the cement compositions of the present invention may comprise hydraulic cement. Any of a variety of hydraulic cements suitable for use in subterranean cementing operations may be used in accordance with embodiments of the present invention. Suitable examples include hydraulic cements that comprise calcium, aluminum, silicon, oxygen and/or sulfur, which set and harden by reaction with water. Such hydraulic cements, include, but are not limited to, Portland cements, pozzolana cements, gypsum cements, high-alumina-content cements, slag cements, and combinations thereof. In certain embodiments, the hydraulic cement may comprise a Portland cement. Portland cements that may be suited for use in embodiments of the present invention may be classified as Class A, C, H and G cements according to American Petroleum Institute, API Specification for Materials and Testing for Well Cements, API Specification 10, Fifth Ed., Jul. 1, 1990. In addition, in some embodiments, hydraulic cements suitable for use in the present invention may be classified as ASTM Type I, II, or III.


Nano-clay may also be present in embodiments of the cement compositions of the present invention. An example of a suitable nano-clay includes nano-bentonite. In one particular embodiment, the nano-clay may comprise nano-montmorillonite. Nano-montmorillonite is a member of the smectite-clay family, and belongs to the general mineral group of clays with a sheet-like structure where the dimensions in two directions far exceed its thickness. Generally, the nano-montmorillonite has of a three-layered structure of aluminum sandwiched between two layers of silicon, similar to the mica-type layered silicates. Montmorillonite is an active and major ingredient in a volcanic ash called bentonite, which has an ability to swell to many times its original weight and volume when it absorbs water. One example of a suitable nano-montmorillonite is NANOMER® nanoclay, which is available from Nanocor, Arlington Heights, Ill.


It is now recognized that the nano-clay utilized with present embodiments may have an impact on certain physical characteristics of resulting cements. For example, relative to inclusion of larger clay particles in a cement composition, inclusion of nano-clay in particular cement compositions may provide improved mechanical properties, such as compressive strength and tensile strength. In addition, the nano-clay also may be included in embodiments of the cement composition to reduce the permeability of the resultant set cement, thus potentially reducing the susceptibility of the set cement to problems associated with gas migration or corrosive environments such as those created by CO2. For example, a cement composition may be designed to have reduced permeability after setting by including nano-clay in the cement composition. Accordingly, a cement composition in accordance with present embodiments may comprise a sufficient amount of nano-clay to provide the desired characteristics in a resulting set cement. By way of example, the nano-clay may be present in the cement composition in an amount in the range of from about 0.1% to about 25% by weight of the cement on a dry basis (“bwoc”) (e.g., 0.5%, 1%, 5% bwoc, 10% bwoc, 15% bwoc, 20% bwoc, etc.). In certain embodiments, the nano-clay may be present in the cement composition in an amount in the range of from about 2% to about 10% bwoc.


The nano-clay may be provided in any suitable form, including as dry particles or as a colloid suspension. In one embodiment, the nano-clay may be provided and added to the cement composition as a dry nano-clay powder.


Generally, the nano-clay may be defined as nano-clay having a largest dimension (e.g., length, width, thickness, etc.) of less than about 1 micron. For example, the largest dimension of the nano-clay may be in the range of from about 1 nanometers (“nm”) to about 1 micron (e.g., about 10 nm, about 50 nm, about 100 nm, about 200 nm, about 300 nm, about 400 nm, about 500 nm, about 600 nm, about 700 nm, about 800, about 900 nm, etc.) In certain embodiments, the largest dimension of the nano-clay may be in the range of from about 1 nm to about 100 nm. However, it should be noted that the nano-clay may be utilized in combination with differently sized clay particles in accordance with present embodiments. For example, a number of clay particles with particle sizes greater than 1 micron may be included in a cement composition in accordance with present embodiments.


The nano-clay may be configured in any of a variety of different shapes in accordance with embodiments of the present invention. Examples of suitable shapes include nano-clay in the general shape of platelets, shavings, flakes, rods, strips, spheroids, toroids, pellets, tablets, or any other suitable shape. In certain embodiments, the nano-clay may generally have a plate-type structure. Suitable plate-type nano-clays include nano-montmorillonite. Plate-type nano-clay may have a thickness, in certain embodiments of less than about 10 nm and, alternatively, of less than about 2 nm. In certain embodiments, the plate-type nano-clay may have a thickness of about 1 nm. Embodiments of the plate-type nano-clay may have surface dimensions (length and/or width) of about 1 nm to about 600 nm. In certain embodiments, the plate-type nano-clay may have surface dimensions about 300 nm to about 600 nm. It should be understood that plate-type nano-clay having dimensions outside the specific ranges listed in this disclosure are encompassed by the present invention.


The water used in embodiments of the cement compositions of the present invention may be freshwater or saltwater (e.g., water containing one or more salts dissolved therein, seawater, brines, saturated saltwater, etc.). In general, the water may be present in an amount sufficient to form a pumpable slurry. By way of example, the water may be present in the cement compositions in an amount in the range of from about 33% to about 200% bwoc. In certain embodiments, the water may be present in an amount in the range of from about 35% to about 70% bwoc.


Other additives suitable for use in subterranean cementing operations also may be added to embodiments of the cement compositions, in accordance with embodiments of the present invention. Examples of such additives include, but are not limited to, strength-retrogression additives, set accelerators, set retarders, weighting agents, lightweight additives, gas-generating additives, mechanical property enhancing additives, lost-circulation materials, filtration-control additives, dispersants, a fluid loss control additive, defoaming agents, foaming agents, thixotropic additives, and combinations thereof. By way of example, the cement composition may be a foamed cement composition further comprising a foaming agent and a gas. Specific examples of these, and other, additives include crystalline silica, amorphous silica, fumed silica, salts, fibers, hydratable clays, calcined shale, vitrified shale, microspheres, fly ash, slag, diatomaceous earth, metakaolin, rice husk ash, natural pozzolan, zeolite, cement kiln dust, lime, elastomers, resins, latex, combinations thereof, and the like. A person having ordinary skill in the art, with the benefit of this disclosure, will readily be able to determine the type and amount of additive useful for a particular application and desired result.


As will be appreciated by those of ordinary skill in the art, embodiments of the cement compositions of the present invention may be used in a variety of subterranean applications, including primary and remedial cementing. For example, a cement composition comprising cement, a nano-clay, and water may be introduced into a subterranean formation and allowed to set therein. In certain embodiments, for example, the cement composition may be introduced into a space between a subterranean formation and a pipe string located in the subterranean formation. Embodiments may further comprise running the pipe string into a well bore penetrating the subterranean formation. The cement composition may be allowed to set to form a hardened mass in the space between the subterranean formation and the pipe string. In addition, a cement composition may be used, for example, in squeeze-cementing operations or in the placement of cement plugs. Embodiments of the present invention further may comprise producing one or more hydrocarbons (e.g., oil, gas, etc.) from a well bore penetrating the subterranean formation.


While the preceding discussion is directed to the use of nano-clay, those of ordinary skill in the art will also appreciate that it may be desirable to utilize other types of nano-particles, in accordance with embodiments of the present invention. Examples of such nano-particles include nano-hydraulic cement, nano-silica, nano-alumina, nano-zinc oxide, nano-boron, nano-iron oxide and combinations thereof. In certain embodiments, the nano-particles may be particulate in nature and not, for example, a colloidal nano-particle or a suspension of the nano-particle in solution. Furthermore, while the preceding discussion is directed to the use of nano-particles (e.g., nano-clay) in well cementing methods, those of ordinary skill in the art will appreciate that the present technique also encompasses the use of nano-particles in any of a variety of different subterranean treatments. For example, the nano-particles may be included in any of a number of well treatment fluids that may be used in subterranean treatments, including drilling fluids, spacer fluids, and lost circulation control fluids. In certain embodiments, a drilling fluid comprising a nano-particle may be circulated in a well bore while drilling of the well bore is in progress. In other embodiments, the nano-particles may be included in a spacer fluid that may be introduced into a subterranean formation to at least partially displace a first fluid from a well bore. The spacer fluid generally may also separate the first fluid from a second fluid that is introduced into the subterranean formation. In lost circulation embodiments, for example, a pill or plug comprising a nano-particle may be introduced into a well bore and allowed to circulate through the well bore at least to the zone needing lost circulation treatment or to the zone where lost circulation is believed to likely occur.


In addition to the use of the nano-particles without encapsulation, embodiments of the present invention may include encapsulation of the nano-particles to facilitate transportation and incorporation of the nano-particles in well treatment fluids (e.g., cement compositions). Specifically, encapsulation of the nano-particles in accordance with present embodiments may include enclosing the nano-particles within an outer coating or container in particulate form. Example methods of encapsulation are set forth in U.S. Pat. Nos. 5,373,901; 6,444,316; 6,527,051; 6,554,071; 7,156,174; and 7,204,312, the disclosures of which are incorporated herein by reference.


Various types of encapsulation may be employed such that the nano-particles (e.g., nano-clay) may be contained but retain their corresponding impact on physical properties of cement slurries. For example, the nano-particles may be encapsulated within a bag, capsule, layer, coating or the like. Further, the material utilized to encapsulate the nano-particles may be selected to facilitate transportation and/or incorporation of the nano-particles into a well treatment fluid. For example, to facilitate handling of the nano-particles and/or to facilitate timed release of the nano-particles, the encapsulation material may be degradable. This may facilitate handling of the nano-particles by allowing inclusion of the encapsulated nano-particles in a well treatment fluid without requiring that the nano-particles first be removed from the encapsulating material. Further, the encapsulating material may be designed to degrade at a certain rate when in contact with certain materials (e.g., water) so that the nano-particles are released into the well treatment fluid at a desired time. Example water-dissolvable materials that may be utilized to encapsulate the nano-particles are described in U.S. Pat. Nos. 4,961,790 and 5,783,541, the disclosures of which are incorporated herein by reference.


In accordance with embodiments of the present invention, a cement composition comprising cement, a nano-particle (e.g., nano-clay), and water may utilize a packing volume fraction suitable for a particular application as desired. As used herein, the term “packing volume fraction” refers to the volume of the particulate materials in a fluid divided by the total volume of the fluid. The size ranges of the preferred particulate materials are selected, as well as their respective proportions, in order to provide a maximized packing volume fraction so that the fluid is in a hindered settling state. It is known that, in such a state, the particulate materials behave “collectively” like a porous solid material. The hindered settling state is believed to correspond, in practice, to a much higher solid material concentration in the fluid than that present in the some traditional cement compositions.


The present embodiments may include a combination of at least three features to obtain a maximum packing volume fraction. One is the use of at least three particulate materials wherein the at least three particulate materials are in size ranges “disjointed” from one another. In some embodiments, each of the three particulate materials may include a different particle size selected from the following ranges: about 7 nm to about 50 nm, about 0.05 microns to about 0.5 microns, 0.5 microns to about 10 microns, about 10 microns to about 20 microns, about 20 microns to about 200 microns, about 200 microns to about 800 microns, and greater than about 1 millimeter. For example, a first particulate material may include particles sized from about 7 nm to about 50 nm, a second particulate material may include particles sized from about 0.05 microns to about 0.5 microns, and a third particulate material may include particles sized from about 10 microns to about 20 microns. In accordance with present embodiments, the first particulate material may include nano-clay, nano-hydraulic cement, nano-silica, nano-alumina, nano-zinc oxide, nano-boron, nano-iron oxide, or a combination thereof. Another feature of present embodiments may include a choice of the proportions of the three particulate materials in relation to the mixing, such that the fluid, when mixed, is in a hindered settling state. Another feature may include the choice of the proportions of the three particulate materials between each other, and according to their respective size ranges, such that the maximum packing volume fraction is at least substantially achieved for the sum total of all particulate materials in the fluid system. Packing volume fraction is described in further detail in U.S. Pat. Nos. 5,518,996 and 7,213,646, the disclosures of which are incorporated herein by reference.


To facilitate a better understanding of the present technique, the following examples of some specific embodiments are given. In no way should the following examples be read to limit, or to define, the scope of the invention.


Example 1

The following series of tests were performed to determine the compressive strength of cement compositions that comprised nano-clay. The sample cement compositions prepared for this test comprised Class A Portland cement, clay, and water. The clay included in each sample cement composition was either nano-bentonite or bentonite having a particle size of about 32-38 microns. The nano-bentonite was provided by Nanacor, Inc. As indicated in the table below, the amount of clay in each sample cement composition was varied from 0.5% bwoc to 8% bwoc. In one sample, the nano-clay was replaced by nano-silica. After preparation, the sample cement compositions were cured at 120° F. for 24 hours. The 24-hour and 14-day compressive strengths were then determined in accordance with API Recommended Practice 10B-2, First Edition, July 2005. The results of these tests are set forth in Table 1 below.












TABLE 1







24-Hour
14-Day



Density
Compressive
Compressive


Sample
(ppg)
Strength (psi)
Strength (psi)


















0.5% Nano-Bentonite
15.68
2880



0.5% Bentonite
15.68
2870



1% Nano-Bentonite
15.44
2800



1% Bentonite
15.44
2680



2% Nano-Bentonite
14.7
1853
2090


2% Bentonite
14.7
1746
2770


4% Nano-Bentonite
14.1
1502
1929


4% Bentonite
14.1
1472
1843


6% Nano-Bentonite
13.5
780
1517


6% Bentonite
13.5
801
1598


8% Nano-Bentonite
13.1
559
1061


8% Bentonite
13.1
641
1129


2% Nano-Bentonite/
14.7
1771



2% Nano-Silica


2% Bentonite/
14.7
2410



2% Nano-Silica









Example 2

The following series of tests were performed to determine the water permeability for cement compositions that comprised nano-clay. The sample cement compositions prepared for this test comprised Class A Portland cement, clay, and water. The clay included in each sample cement composition was either nano-bentonite or bentonite having a particle size of about 32-38 microns. The nano-bentonite was provided by Nanocor, Inc. As indicated in the table below, the amount of clay in each sample composition was varied from 0.5% bwoc to 8% bwoc. In one sample, the nano-clay was replaced by nano-silica. After preparation, the sample cement compositions were cured at 120° F. for 24 hours. The average permeability of each composition was determined in accordance with API Recommended Practice 10 RP 10B-2/ISO 10426-2, First Edition, July 2005, Procedure 11 (Permeability Tests). The results of these tests are set forth in Table 2 below.












TABLE 2






Density
Average
Permeability


Sample
(ppg)
Permeability (md)
Reduction (%)


















0.5% Nano-Bentonite
15.68
0.004223
80.8


0.5% Bentonite
15.68
0.022018


1% Nano-Bentonite
15.44
0.00089
38.6


1% Bentonite
15.44
0.00145


2% Nano-Bentonite
14.7
0.006165
32.4


2% Bentonite
14.7
0.009125


4% Nano-Bentonite
14.1
0.005845
47.1


4% Bentonite
14.1
0.011043


6% Nano-Bentonite
13.5
0.21575
65.6


6% Bentonite
13.5
0.062725


8% Nano-Bentonite
13.1
0.052272
46.7


8% Bentonite
13.1
0.098023


2% Nano-Bentonite/
14.7
0.00561
28.9


2% Nano-Silica


2% Bentonite/
14.7
0.00789


2% Nano-Silica









As indicated by the preceding table, a significant decrease in permeability was observed for cement compositions that comprised the nano-bentonite as compared with regular bentonite. The permeability reduction was calculated and is reported as the difference between the nano-bentonite permeability and the bentonite permeability divided by the bentonite permeability. As indicated by the preceding table, the permeability reduction ranged from about 29% to about 80%. This indicates, for example, that cement compositions comprising the nano-bentonite should be less susceptible to gas migration or the penetration of corrosive fluids such as those containing CO2.


Example 3

The following series of tests were performed to determine additional mechanical properties for cement compositions that comprised nano-clay. The sample cement compositions prepared for this test comprised Class A Portland cement, clay, and water. The clay included in each sample cement composition was either nano-bentonite or bentonite having a particle size of about 32-38 microns. The nano-bentonite was provided by Nanacor, Inc. As indicated in the table below, the amount of clay in each sample composition was 5% bwoc. After preparation, the sample cement compositions were cured at 120° F. for 72 hours. The 72-hour compressive strength was then determined in accordance with API Recommended Practice 10B-2, First Edition, July 2005. The Young's Modulus and Poisson's ratio were determined using ASTM D3148-02. The tensile strength was determined in accordance with ASTM C190. The results of these tests are set forth in Table 3 below.














TABLE 3







72-Hour







Compressive


Tensile



Density
Strength
Young's
Poisson's
Strength


Sample
(ppg)
(psi)
Modulus
Ratio
(psi)







5% Nano-
13.8
1708.5
6.09E+05
0.177
252


Bentonite


5% Bentonite
13.8
1073.5
5.49E+05
0.165
154









As indicated by the preceding table, cement compositions that comprised nano-bentonite were observed to have superior mechanical properties as compared with regular bentonite, as shown by the higher compressive strength and tensile strength. Accordingly, set cement compositions with nano-bentonite may be less susceptible to break down under load, suggesting that a cement sheath containing nano-clay may be less susceptible to failure.


Therefore, the present invention is well adapted to attain the ends and advantages mentioned as well as those that are inherent therein. The particular embodiments disclosed above are illustrative only, as the present invention may be modified and practiced in different but equivalent manners apparent to those skilled in the art having the benefit of the teachings herein. Furthermore, no limitations are intended to the details of construction or design herein shown, other than as described in the claims below. It is therefore evident that the particular illustrative embodiments disclosed above may be altered or modified and all such variations are considered within the scope and spirit of the present invention. While compositions and methods are described in terms of “comprising,” “containing,” “having,” or “including” various components or steps, the compositions and methods can also “consist essentially of” or “consist of” the various components and steps. Whenever a numerical range with a lower limit and an upper limit is disclosed, any number and any included range falling within the range is specifically disclosed. In particular, every range of values (of the form, “from about a to about b,” or, equivalently, “from approximately a to b,” 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. Also, the terms in the claims have their plain, ordinary meaning unless otherwise explicitly and clearly defined by the patentee.

Claims
  • 1. A method of cementing comprising: providing a hydraulic cement,providing a non-colloidal nano-clay,preparing a cement composition that is latex free and comprises the hydraulic cement, the non-colloidal nano-clay, and water; wherein the non-colloidal nano-clay has a length, the length being in a range of from about 1 nanometer to about 600 nanometers, and wherein the non-colloidal nano-clay is present in an amount in a range of from about 0.1% to about 25% by weight of the hydraulic cement on a dry basis;introducing the cement composition into a subterranean formation; andallowing the cement composition to set in the subterranean formation to form a hardened cement that prevents migration of fluids.
  • 2. The method of claim 1 wherein the cement composition is allowed to set in a space between a pipe string and the subterranean formation.
  • 3. The method of claim 2 further comprising running the pipe string into a well bore penetrating the subterranean formation.
  • 4. The method of claim 1 wherein the cement composition has a density of about 4 pounds per gallon to about 20 pounds per gallon.
  • 5. The method of claim 1 wherein the hydraulic cement comprises at least one cement selected from the group consisting of Portland cement, pozzolana cement, gypsum cement, high-alumina-content cement, slag cement, silica cement, and any combination thereof.
  • 6. The method of claim 1 wherein the non-colloidal nano-clay comprises nano-bentonite.
  • 7. The method of claim 1 wherein the length of the non-colloidal nano-clay is in the range of from about 1 nanometer to about 400 nanometers.
  • 8. The method of claim 1 wherein the non-colloidal nano-clay has a general plate-type structure with a thickness of less than about 10 nanometers.
  • 9. The method of claim 1 wherein the non-colloidal nano-clay is present in the cement composition in an amount sufficient to reduce permeability of the set cement composition.
  • 10. The method of claim 1 wherein the non-colloidal nano-clay is present in the cement composition in an amount of about 2% to about 10% by weight of the hydraulic cement on a dry basis.
  • 11. The method of claim 1 wherein the non-colloidal nano-clay comprises plate-type nano-montmorillonite having a thickness of less than about 2 nanometers, the length being in the range of about 300 nanometers to about 600 nanometers.
  • 12. The method of claim 1 wherein the cement composition further comprises at least one nano-particle selected from the group consisting of nano-hydraulic cement, nano-silica, nano-alumina, nano-zinc oxide, nano-boron, nano-iron oxide, and any combination thereof.
  • 13. The method of claim 1 wherein the cement composition further comprises at least one additive selected from the group consisting of a strength-retrogression additive, a set accelerator, a set retarder, a weighting agent, a lightweight additive, a gas-generating additive, a mechanical property enhancing additive, a lost-circulation material, a filtration-control additive, a fluid loss control additive, a dispersant, a defoaming agent, a foaming agent, a thixotropic additive, and any combination thereof.
  • 14. The method of claim 1 wherein the cement composition further comprises at least one additive selected from the group consisting of crystalline silica, amorphous silica, fumed silica, a salt, fiber, a hydratable clay, calcined shale, vitrified shale, a microsphere, fly ash, slag, diatomaceous earth, metakaolin, rice husk ash, natural pozzolan, zeolite, cement kiln dust, lime, an elastomer, a resin, and any combination thereof.
  • 15. The method of claim 1 further comprising maximizing a packing volume fraction in the cement composition using particulate material including the non-colloidal nano-clay.
  • 16. The method of claim 1 further comprising including the non-colloidal nano-clay in the cement composition while the non-colloidal nano-clay is encapsulated in a degradable material.
  • 17. A method comprising: introducing a treatment fluid into a subterranean formation, wherein the treatment fluid is latex free and comprises a non-colloidal nano-clay, wherein the non-colloidal nano-clay has a length, the length being in a range of from about 1 nanometer to about 600 nanometers, and wherein the treatment fluid is selected from the group consisting of a cement composition, a drilling fluid, a spacer fluid, and a lost circulation control composition, wherein the cement composition sets to form a hardened cement that prevents migration of fluids, wherein the treatment fluid comprises hydraulic cement, and wherein the non-colloidal nano-clay is present in an amount in a range of from about 0.1% to about 25% by weight of the hydraulic cement on a dry basis.
  • 18. The method of claim 17 wherein the treatment fluid is introduced into the subterranean formation to at least partially displace a first fluid from a well bore, and wherein the treatment fluid separates the first fluid from a second fluid that is introduced into the subterranean formation.
  • 19. The method of claim 17 wherein the treatment fluid is introduced into the subterranean formation while drilling a well bore in the subterranean formation.
  • 20. The method of claim 17 wherein the non-colloidal nano-clay comprises nano-bentonite.
  • 21. The method of claim 17 wherein the length of the non-colloidal nano-clay is in the range of from about 1 nanometer to about 400 nanometers.
  • 22. The method of claim 17 wherein the non-colloidal nano-clay has a general plate-type structure with a thickness of less than about 10 nanometers.
  • 23. The method of claim 17 wherein the non-colloidal nano-clay comprises plate-type nano-montmorillonite having a thickness of less than about 2 nanometers, the length being in the range of about 300 nanometers to about 600 nanometers.
  • 24. The method of claim 17 wherein the treatment fluid further comprises at least one nano-particle selected from the group consisting of nano-hydraulic cement, nano-silica, nano-alumina, nano-zinc oxide, nano-boron, nano-iron oxide, and any combination thereof.
  • 25. A method of cementing comprising: providing a hydraulic cement,providing a non-colloidal nano-clay,preparing a cement composition that is latex free and comprises hydraulic cement, the non-colloidal nano-clay, and water; wherein the non-colloidal nano-clay comprises plate-type nano-clay having a thickness of less than about 10 nanometers, wherein the nano-clay is present in an amount in a range of from about 0.1% to about 25% by weight of the hydraulic cement on a dry basis;introducing the cement composition into a subterranean formation; andallowing the cement composition to set in the subterranean formation to form a hardened cement that prevents fluid flow.
  • 26. The method of claim 25 wherein the cement composition is allowed to set in a space between a pipe string and the subterranean formation.
  • 27. The method of claim 26 further comprising running the pipe string into a well bore penetrating the subterranean formation.
  • 28. The method of claim 25 wherein the cement composition has a density of about 4 pounds per gallon to about 20 pounds per gallon.
  • 29. The method of claim 25 wherein the hydraulic cement comprises at least one cement selected from the group consisting of Portland cement, pozzolana cement, gypsum cement, high-alumina-content cement, slag cement, silica cement, and any combination thereof.
  • 30. The method of claim 25 wherein the plate-type nano-clay comprises nano-bentonite.
  • 31. The method of claim 25 wherein the plate-type nano-clay has a length in the range of from about 1 nanometer to about 400 nanometers.
  • 32. The method of claim 25 wherein the plate-type nano-clay has a length in the range of about 1 nanometer to about 600 nanometers.
  • 33. The method of claim 25 wherein the non-colloidal nano-clay is present in the cement composition in an amount sufficient to reduce permeability of the set cement composition.
  • 34. The method of claim 25 wherein the non-colloidal nano-clay is present in the cement composition in an amount of about 2% to about 10% by weight of the hydraulic cement on a dry basis.
  • 35. The method of claim 25 wherein the plate-type nano-clay has a thickness of less than about 2 nanometers and a length in the range of about 300 nanometers to about 600 nanometers.
  • 36. The method of claim 25 wherein the cement composition further comprises at least one nano-particle selected from the group consisting of nano-hydraulic cement, nano-silica, nano-alumina, nano-zinc oxide, nano-boron, nano-iron oxide, and any combination thereof.
  • 37. The method of claim 25 wherein the cement composition further comprises at least one additive selected from the group consisting of a strength-retrogression additive, a set accelerator, a set retarder, a weighting agent, a lightweight additive, a gas-generating additive, a mechanical property enhancing additive, a lost-circulation material, a filtration-control additive, a fluid loss control additive, a dispersant, a defoaming agent, a foaming agent, a thixotropic additive, crystalline silica, amorphous silica, fumed silica, a salt, fiber, a hydratable clay, calcined shale, vitrified shale, a microsphere, fly ash, slag, diatomaceous earth, metakaolin, rice husk ash, natural pozzolan, zeolite, cement kiln dust, lime, an elastomer, a resin, and any combination thereof.
CROSS-REFERENCE TO RELATED APPLICATIONS

The present application is a continuation-in-part of U.S. patent application Ser. No. 12/263,954, filed Nov. 3, 2008, entitled “Cement Compositions and Methods Utilizing Nano-Hydraulic Cement,” which is a continuation-in-part of U.S. patent application Ser. No. 11/747,002, now U.S. Pat. No. 7,559,369, filed on May 10, 2007, entitled “Well Treatment Compositions and Methods Utilizing Nano-Particles.” The entire disclosures of these applications are incorporated herein by reference.

US Referenced Citations (426)
Number Name Date Kind
2094316 Cross et al. Sep 1937 A
2329940 Ponzer Sep 1943 A
2842205 Allen et al. Jul 1958 A
2848051 Willaims Aug 1958 A
2857286 Striker Oct 1958 A
2871133 Palonen et al. Jan 1959 A
2880096 Hurley Mar 1959 A
2890169 Prokop Jun 1959 A
2933135 Johnson Apr 1960 A
2945769 Gama et al. Jul 1960 A
2952318 Ritch Sep 1960 A
2959223 Harmon et al. Nov 1960 A
2978024 Davis Apr 1961 A
3026938 Huitt et al. Mar 1962 A
3168139 Kennedy et al. Feb 1965 A
3219112 Sauber et al. Nov 1965 A
3336979 Ingraham et al. Aug 1967 A
3353601 Dollarhide et al. Nov 1967 A
3366177 Powers et al. Jan 1968 A
3381748 Peters et al. May 1968 A
3454095 Messenger et al. Jul 1969 A
3467193 Messenger Sep 1969 A
3499491 Wyant et al. Mar 1970 A
3557876 Tragesser Jan 1971 A
3607326 Serafin Sep 1971 A
RE27271 Hamsberger et al. Jan 1972 E
3748159 George Jul 1973 A
3854985 Suzuki et al. Dec 1974 A
3876005 Fincher et al. Apr 1975 A
3877522 Knight et al. Apr 1975 A
3887009 Miller et al. Jun 1975 A
3887385 Quist et al. Jun 1975 A
3888311 Cooke, Jr. Jun 1975 A
3958638 Johnston May 1976 A
4018617 Nicholson Apr 1977 A
4031184 McCord Jun 1977 A
4036301 Powers et al. Jul 1977 A
4142910 Kraemer et al. Mar 1979 A
4176720 Wilson Dec 1979 A
4202413 Messenger May 1980 A
4202795 Burnham et al. May 1980 A
4235291 Messenger Nov 1980 A
4268316 Wills, Jr. May 1981 A
4274881 Langton et al. Jun 1981 A
4284433 Aignesberger et al. Aug 1981 A
4341562 Ahlbeck Jul 1982 A
RE31190 Detroit et al. Mar 1983 E
4407677 Wills, Jr. Oct 1983 A
4432800 Kneller et al. Feb 1984 A
4435216 Diehl et al. Mar 1984 A
4460292 Durham et al. Jul 1984 A
4494990 Harris Jan 1985 A
4506734 Nolte Mar 1985 A
4515635 Rao et al. May 1985 A
4519452 Tsao et al. May 1985 A
4555269 Rao et al. Nov 1985 A
4614599 Walker Sep 1986 A
4624711 Styron Nov 1986 A
4633950 Delhommer et al. Jan 1987 A
4643362 Serafin Feb 1987 A
4650520 Johnsen et al. Mar 1987 A
4660642 Young Apr 1987 A
4676317 Fry et al. Jun 1987 A
4676832 Childs et al. Jun 1987 A
4700777 Luers Oct 1987 A
4711401 Serafin Dec 1987 A
4721160 Parcevaux et al. Jan 1988 A
4741401 Walles et al. May 1988 A
4741782 Styron May 1988 A
4770796 Jacobs Sep 1988 A
4784223 Worrall et al. Nov 1988 A
4848973 Yokota et al. Jul 1989 A
4883125 Wilson et al. Nov 1989 A
4941536 Brothers et al. Jul 1990 A
4953620 Bloys et al. Sep 1990 A
4961790 Smith et al. Oct 1990 A
4992102 Barbour Feb 1991 A
5030366 Wilson et al. Jul 1991 A
5049288 Brothers et al. Sep 1991 A
5058679 Hale et al. Oct 1991 A
RE33747 Hartley et al. Nov 1991 E
5086850 Harris et al. Feb 1992 A
5102558 McDougall et al. Apr 1992 A
5121795 Ewert et al. Jun 1992 A
5123487 Harris et al. Jun 1992 A
5125455 Harris et al. Jun 1992 A
5127473 Harris et al. Jul 1992 A
5149370 Olaussen et al. Sep 1992 A
5151203 Riley et al. Sep 1992 A
5183505 Spinney Feb 1993 A
5203629 Valle et al. Apr 1993 A
5207832 Baffreau et al. May 1993 A
5213160 Nahm et al. May 1993 A
5236501 Nomachi et al. Aug 1993 A
5238064 Dahl et al. Aug 1993 A
5253991 Yokota et al. Oct 1993 A
5263542 Brothers Nov 1993 A
5266111 Barbour Nov 1993 A
5292512 Schaefer et al. Mar 1994 A
5295543 Terry et al. Mar 1994 A
5305831 Nahm Apr 1994 A
5314022 Cowan et al. May 1994 A
5320851 Mars et al. Jun 1994 A
5327968 Onan et al. Jul 1994 A
5337824 Cowan Aug 1994 A
5339903 Eoff et al. Aug 1994 A
5340397 Brothers Aug 1994 A
5346012 Heathman et al. Sep 1994 A
5352288 Mallow Oct 1994 A
5358044 Hale et al. Oct 1994 A
5358047 Himes et al. Oct 1994 A
5358049 Hale et al. Oct 1994 A
5361841 Hale et al. Nov 1994 A
5361842 Hale et al. Nov 1994 A
5368103 Heathman et al. Nov 1994 A
5370185 Cowan et al. Dec 1994 A
5372641 Carpenter Dec 1994 A
5373901 Norman et al. Dec 1994 A
5375661 Daneshy et al. Dec 1994 A
5382290 Nahm et al. Jan 1995 A
5383521 Onan et al. Jan 1995 A
5383967 Chase Jan 1995 A
5389706 Heathman et al. Feb 1995 A
5398758 Onan et al. Mar 1995 A
5398759 Rodrigues et al. Mar 1995 A
5423379 Hale et al. Jun 1995 A
5439056 Cowan Aug 1995 A
5454867 Brothers et al. Oct 1995 A
5456751 Zandi et al. Oct 1995 A
5458195 Totten et al. Oct 1995 A
5464060 Hale et al. Nov 1995 A
5472051 Brothers Dec 1995 A
5476142 Kajita Dec 1995 A
5476144 Nahm et al. Dec 1995 A
5494513 Fu et al. Feb 1996 A
5499677 Cowan Mar 1996 A
5515921 Cowan et al. May 1996 A
5518996 Maroy May 1996 A
5520730 Barbour May 1996 A
5529624 Riegler Jun 1996 A
5536311 Rodrigues Jul 1996 A
5542782 Carter et al. Aug 1996 A
5551976 Allen Sep 1996 A
5569324 Totten et al. Oct 1996 A
5575841 Dry Nov 1996 A
5580379 Cowan Dec 1996 A
5585333 Dahl et al. Dec 1996 A
5588488 Vijn et al. Dec 1996 A
5588489 Chatterji et al. Dec 1996 A
5603961 Suzuki et al. Feb 1997 A
5660624 Dry Aug 1997 A
5663230 Haman Sep 1997 A
5673753 Hale et al. Oct 1997 A
5688844 Chatterji et al. Nov 1997 A
5711383 Terry et al. Jan 1998 A
5716910 Totten et al. Feb 1998 A
5728209 Bury et al. Mar 1998 A
5728654 Dobson et al. Mar 1998 A
5741357 Sheikh Apr 1998 A
5766323 Butler et al. Jun 1998 A
5779787 Brothers et al. Jul 1998 A
5783541 Tack et al. Jul 1998 A
5795060 Stephens Aug 1998 A
5820670 Chatterji et al. Oct 1998 A
5851960 Totten et al. Dec 1998 A
5866516 Costin Feb 1999 A
5874387 Carpenter et al. Feb 1999 A
5879699 Lerner Mar 1999 A
5897699 Chatterji et al. Apr 1999 A
5900053 Brothers et al. May 1999 A
5913364 Sweatman Jun 1999 A
5988279 Udarbe et al. Nov 1999 A
5989334 Dry Nov 1999 A
6022408 Stokes et al. Feb 2000 A
6027561 Gruber et al. Feb 2000 A
6060434 Sweatman et al. May 2000 A
6060535 Villar et al. May 2000 A
6063738 Chatterji et al. May 2000 A
6138759 Chatterji et al. Oct 2000 A
6143069 Brothers et al. Nov 2000 A
6145591 Boncan et al. Nov 2000 A
6153562 Villar et al. Nov 2000 A
6167967 Sweatman Jan 2001 B1
6170575 Reddy et al. Jan 2001 B1
6230804 Mueller et al. May 2001 B1
6244343 Brothers et al. Jun 2001 B1
6245142 Reddy et al. Jun 2001 B1
6258757 Sweatman et al. Jul 2001 B1
6261360 Dry Jul 2001 B1
6277189 Chugh Aug 2001 B1
6279655 Pafitis et al. Aug 2001 B1
6312515 Barlet-Gouedard et al. Nov 2001 B1
6315042 Griffith et al. Nov 2001 B1
6332921 Brothers et al. Dec 2001 B1
6367550 Chatterji et al. Apr 2002 B1
6379456 Heathman et al. Apr 2002 B1
6390197 Maroy May 2002 B1
6402833 O'Hearn et al. Jun 2002 B1
6409819 Ko Jun 2002 B1
6444316 Reddy et al. Sep 2002 B1
6457524 Roddy Oct 2002 B1
6471975 Banovetz et al. Oct 2002 B1
6478869 Reddy et al. Nov 2002 B2
6488089 Bour et al. Dec 2002 B1
6488763 Brothers et al. Dec 2002 B2
6488764 Westerman Dec 2002 B2
6494951 Reddy et al. Dec 2002 B1
6500252 Chatterji et al. Dec 2002 B1
6500253 Norman et al. Dec 2002 B2
6502636 Chatterji et al. Jan 2003 B2
6508305 Brannon et al. Jan 2003 B1
6524384 Griffith et al. Feb 2003 B2
6527051 Reddy et al. Mar 2003 B1
6527849 Dry Mar 2003 B2
6547871 Chatterji et al. Apr 2003 B2
6547891 Linden et al. Apr 2003 B2
6554067 Davies et al. Apr 2003 B1
6554071 Reddy et al. Apr 2003 B1
6561273 Brothers et al. May 2003 B2
6562122 Dao et al. May 2003 B2
6565647 Day et al. May 2003 B1
6572697 Gleeson et al. Jun 2003 B2
6599863 Palmer et al. Jul 2003 B1
6610139 Reddy et al. Aug 2003 B2
6626243 Go Boncan Sep 2003 B1
6631766 Brothers et al. Oct 2003 B2
6632527 McDaniel et al. Oct 2003 B1
6645288 Dargaud et al. Nov 2003 B1
6645290 Barbour Nov 2003 B1
6648962 Berke et al. Nov 2003 B2
6656265 Garnier et al. Dec 2003 B1
6660080 Reddy et al. Dec 2003 B2
6666268 Griffith et al. Dec 2003 B2
6668929 Griffith et al. Dec 2003 B2
6689208 Brothers Feb 2004 B1
6702044 Reddy et al. Mar 2004 B2
6706108 Polston Mar 2004 B2
6716282 Griffith et al. Apr 2004 B2
6729405 DiLullo et al. May 2004 B2
6767398 Trato Jul 2004 B2
6776237 Dao et al. Aug 2004 B2
6796378 Reddy et al. Sep 2004 B2
6797054 Chatterji et al. Sep 2004 B2
6808561 Genge Oct 2004 B2
6811603 Brothers et al. Nov 2004 B2
6823940 Reddy et al. Nov 2004 B2
6832651 Ravi et al. Dec 2004 B2
6835243 Brothers et al. Dec 2004 B2
6837316 Reddy et al. Jan 2005 B2
6840318 Lee Jan 2005 B2
6846357 Reddy et al. Jan 2005 B2
6848519 Reddy et al. Feb 2005 B2
6861392 Shaarpour Mar 2005 B2
6874578 Garnier et al. Apr 2005 B1
6883609 Drochon et al. Apr 2005 B2
6887833 Brothers et al. May 2005 B2
6889767 Reddy et al. May 2005 B2
6902001 Dargaud et al. Jun 2005 B2
6904971 Brothers et al. Jun 2005 B2
6907929 LeRoy-Delage et al. Jun 2005 B2
6908508 Brothers Jun 2005 B2
6911078 Barlet-Gouedard et al. Jun 2005 B2
6926081 Sweatman et al. Aug 2005 B2
6962201 Brothers Nov 2005 B2
7007755 Reddy et al. Mar 2006 B2
7022179 Dry Apr 2006 B1
7026272 Reddy et al. Apr 2006 B2
7032664 Lord et al. Apr 2006 B2
7033975 Baran, Jr. et al. Apr 2006 B2
7048053 Santra et al. May 2006 B2
7059415 Bosma et al. Jun 2006 B2
7077203 Roddy et al. Jul 2006 B1
7084092 Patel et al. Aug 2006 B2
7086466 Roddy Aug 2006 B2
7138446 Reddy et al. Nov 2006 B2
7143828 Reddy et al. Dec 2006 B2
7143832 Freyer Dec 2006 B2
7156173 Mueller Jan 2007 B2
7156174 Roddy et al. Jan 2007 B2
7172022 Reddy et al. Feb 2007 B2
7174962 Roddy et al. Feb 2007 B1
7199086 Roddy et al. Apr 2007 B1
7204307 Roddy et al. Apr 2007 B2
7204310 Roddy et al. Apr 2007 B1
7204312 Roddy et al. Apr 2007 B2
7213646 Roddy et al. May 2007 B2
7264053 Vargo, Jr. et al. Sep 2007 B2
7279447 Lal et al. Oct 2007 B2
7284609 Roddy et al. Oct 2007 B2
7284611 Reddy et al. Oct 2007 B2
7294194 Reddy et al. Nov 2007 B2
7296597 Freyer et al. Nov 2007 B1
7303014 Reddy et al. Dec 2007 B2
7335252 Roddy et al. Feb 2008 B2
7337841 Ravi Mar 2008 B2
7337842 Roddy et al. Mar 2008 B2
7338923 Roddy et al. Mar 2008 B2
7341104 Roddy et al. Mar 2008 B2
7351279 Brothers Apr 2008 B2
7353870 Roddy et al. Apr 2008 B2
7381263 Roddy et al. Jun 2008 B2
7387675 Roddy et al. Jun 2008 B2
7393407 Dingsoyr et al. Jul 2008 B2
7395860 Roddy et al. Jul 2008 B2
7404440 Reddy et al. Jul 2008 B2
7409991 Reddy et al. Aug 2008 B2
7422060 Hammami et al. Sep 2008 B2
7424913 Roddy Sep 2008 B2
7445668 Sommain Nov 2008 B2
7445669 Roddy et al. Nov 2008 B2
7451817 Reddy et al. Nov 2008 B2
7461696 Nguyen et al. Dec 2008 B2
7478675 Roddy et al. Jan 2009 B2
7482309 Ravi et al. Jan 2009 B2
7559369 Roddy et al. Jul 2009 B2
7784542 Roddy Aug 2010 B2
7806183 Roddy et al. Oct 2010 B2
7846876 Koyanagi Dec 2010 B2
8114820 Crews Feb 2012 B2
8226879 Genolet et al. Jul 2012 B2
8476203 Patil et al. Jul 2013 B2
8499837 Koons Aug 2013 B2
20020004464 Nelson et al. Jan 2002 A1
20020033121 Marko Mar 2002 A1
20020073894 Genge et al. Jun 2002 A1
20020073897 Trato Jun 2002 A1
20020117090 Ku Aug 2002 A1
20020193257 Lee et al. Dec 2002 A1
20030089281 Berke et al. May 2003 A1
20030116065 Griffith et al. Jun 2003 A1
20030116887 Scott Jun 2003 A1
20030134751 Lee et al. Jul 2003 A1
20030167970 Polston Sep 2003 A1
20030168215 Drochon et al. Sep 2003 A1
20030220204 Baran et al. Nov 2003 A1
20030234103 Lee et al. Dec 2003 A1
20040007162 Morioka et al. Jan 2004 A1
20040040475 De La Roij et al. Mar 2004 A1
20040055748 Reddy et al. Mar 2004 A1
20040079260 Datta et al. Apr 2004 A1
20040107877 Getzlaf et al. Jun 2004 A1
20040108113 Luke et al. Jun 2004 A1
20040112600 Luke et al. Jun 2004 A1
20040121916 Kono Jun 2004 A1
20040144537 Reddy et al. Jul 2004 A1
20040171499 Ravi et al. Sep 2004 A1
20040187740 Timmons Sep 2004 A1
20040188091 Luke et al. Sep 2004 A1
20040191439 Bour et al. Sep 2004 A1
20040211562 Brothers et al. Oct 2004 A1
20040211564 Brothers et al. Oct 2004 A1
20040244650 Brothers Dec 2004 A1
20040244977 Luke et al. Dec 2004 A1
20040256102 Trato Dec 2004 A1
20040261990 Bosma et al. Dec 2004 A1
20040261999 Nguyen Dec 2004 A1
20050000734 Getzlaf et al. Jan 2005 A1
20050022991 Rao Feb 2005 A1
20050034867 Griffith et al. Feb 2005 A1
20050049150 Patel et al. Mar 2005 A1
20050056191 Brothers et al. Mar 2005 A1
20050061206 Reddy et al. Mar 2005 A1
20050072599 Luke et al. Apr 2005 A1
20050084334 Shi et al. Apr 2005 A1
20050096207 Urbanek May 2005 A1
20050098317 Reddy et al. May 2005 A1
20050113260 Wood May 2005 A1
20050113262 Ravi et al. May 2005 A1
20050133221 Chatterji et al. Jun 2005 A1
20050173117 Roddy Aug 2005 A1
20050199401 Patel et al. Sep 2005 A1
20060016598 Urbanek Jan 2006 A1
20060025312 Santra et al. Feb 2006 A1
20060054319 Fyten et al. Mar 2006 A1
20060086503 Reddy et al. Apr 2006 A1
20060089851 Silby et al. Apr 2006 A1
20060122071 Reddy et al. Jun 2006 A1
20060162926 Roddy Jul 2006 A1
20060166834 Roddy Jul 2006 A1
20060177661 Smith et al. Aug 2006 A1
20060260512 Nordmeyer Nov 2006 A1
20060260513 Porro Guiterrez et al. Nov 2006 A1
20060278131 Hunt Dec 2006 A1
20070012436 Freyer Jan 2007 A1
20070015668 Harrower et al. Jan 2007 A1
20070017676 Reddy et al. Jan 2007 A1
20070056475 Roddy et al. Mar 2007 A1
20070056479 Gray Mar 2007 A1
20070056732 Roddy et al. Mar 2007 A1
20070056733 Roddy et al. Mar 2007 A1
20070062691 Reddy et al. Mar 2007 A1
20070102157 Rodldy et al. May 2007 A1
20070125534 Reddy et al. Jun 2007 A1
20070137528 LeRoy-Deluge et al. Jun 2007 A1
20070151484 Reddy et al. Jul 2007 A1
20070151724 Ohmer et al. Jul 2007 A1
20070151730 Reddy et al. Jul 2007 A1
20070186820 O'Hearn Aug 2007 A1
20070204765 LeRoy-Deluge et al. Sep 2007 A1
20070227734 Freyer Oct 2007 A1
20070246225 Hailey, Jr. et al. Oct 2007 A1
20070255457 Whitcomb et al. Nov 2007 A1
20080017376 Badalamenti et al. Jan 2008 A1
20080058229 Berkland et al. Mar 2008 A1
20080099203 Mueller et al. May 2008 A1
20080108524 Willberg et al. May 2008 A1
20080135250 Bosma et al. Jun 2008 A1
20080156491 Roddy et al. Jul 2008 A1
20080261027 Li et al. Oct 2008 A1
20080261834 Simon Oct 2008 A1
20080277116 Roddy et al. Nov 2008 A1
20090088348 Roddy Apr 2009 A1
20090114126 Roddy May 2009 A1
20090120644 Roddy May 2009 A1
20090124522 Roddy May 2009 A1
20090139719 Luo Jun 2009 A1
20090200029 Roddy et al. Aug 2009 A1
20090236097 Roddy et al. Sep 2009 A1
20090260544 Roddy Oct 2009 A1
20100016183 Roddy et al. Jan 2010 A1
20100075874 Perera Mercado et al. Mar 2010 A1
20100095871 Patil et al. Apr 2010 A1
20100096135 Roddy et al. Apr 2010 A1
20110162845 Ravi et al. Jul 2011 A1
20110237467 Cornette Sep 2011 A1
20110312857 Amanullah Dec 2011 A1
Foreign Referenced Citations (43)
Number Date Country
2514492 Sep 2004 CA
2153372 Jan 2006 CA
101544488 Sep 2009 CN
102007042078 Mar 2009 DE
0748782 Dec 1996 EP
0814067 Dec 1997 EP
1236701 Sep 2002 EP
1394137 Jul 2003 EP
1348831 Oct 2003 EP
1686234 Aug 2006 EP
1719741 Nov 2006 EP
2465910 Nov 2009 EP
2787105 Jun 2000 FR
1469954 Apr 1997 GB
2429725 Mar 2007 GB
52117316 Oct 1977 JP
10110487 Apr 1998 JP
1373781 Feb 1988 SU
WO 8301443 Apr 1983 WO
9011977 Apr 1990 WO
9011977 Oct 1990 WO
WO 9705079 Feb 1997 WO
WO 9749644 Dec 1997 WO
WO 9854108 Dec 1998 WO
WO 0063134 Jan 2000 WO
0034199 Jun 2000 WO
WO 0049272 Aug 2000 WO
WO 0050357 Aug 2000 WO
WO 03008756 Jul 2001 WO
WO 0187796 Nov 2001 WO
WO 03031364 Apr 2003 WO
WO 2004001188 Dec 2003 WO
WO 2004057715 Jul 2004 WO
WO 2004101951 Nov 2004 WO
WO 2004101952 Nov 2004 WO
WO 2005047212 May 2005 WO
WO 2005061846 Jul 2005 WO
WO 2005080287 Aug 2005 WO
WO 2006053896 Nov 2005 WO
WO 2006032841 Mar 2006 WO
2008034461 Mar 2008 WO
WO 2008034461 Mar 2008 WO
WO 2009030758 Mar 2009 WO
Non-Patent Literature Citations (209)
Entry
“Effect of the particle size on the micro and nanostructural features of calcium phosphate cement: a kinetic analysis”, Biomaterials 25 (2004) 3453-3462.
USPTO Notice of Allowance from U.S. Appl. No. 12/426,393, dated Dec. 16, 2010.
“Effect of Nano-SiO2 on heat of hydration of portland cement,” Xu et al., Nanjing Gongye Daxue Xuebao, Ziran Kexeuban (2007), 29(4), 45-48, abstract only.
“Application of nanometer silica in inorganic nonmetallic materials,” Deng et al., Taoci (Xiangyang China) 2007, (9), 8-12, abstract only.
“Reaction mechanism analyses of cement based composite materials modified by nano-silica,” Xu et al., Kuangye Gongcheng (Changsha, China), 2007, 27(3), 99-102, abstract only.
“Research on Reinforcement of cement composites and relevant mechanism,” Yu et al., Qiangdoa Keji Daxue Xuebao, Ziran Kexueban (2006), 27(2), 148-151, abstract only.
“Antagonistic Effect of superplasticizer and colloidal nanosilica in the hydration of Alite and Belite pastes,” Bjoernstrom et al., Journal of Materials Science, 2007, 42(11), 3901-3907, abstract only.
“Nano-concrete: possibilities and challenges,” Balaguru et al., RILEM Proceedings (2005), PRO 45 (2nd Int'l Symposium on Nanotechnology in construction (NICOM2), 2005, 233-243, abstract only.
“A comparative study on the pozzolanic activity between nano-SiO2 and silica fume,” Ye et al., Journal of Wuhan Univ of Technology, Mat'ls Science Edition (2006), 21(3), 153-157, abstract only.
“Optimization of silica fume, fly ash and amorphous nano-silica in superplasticized high-performance concrete,” Collepardi et al., American Concrete Institute, SP 2004, SP-221 (Eight CANMET/ACI International Conference on Fly Ash, Silica Fume, Slag, and Natrural Pozzolans in Concrete, 2004), 495-505, abstract only.
“Accelerating effects of colloidal nano-silica for beneficial calcium-silicate-hydrate formation in cement,” Bjornstrom et al., Chemical Physics Letters (2004), 392 (1-3), 242-248, abstract only.
“Experimental study on cement-based composites with nano-SiO2,” Feng et al., Cailiao Kexue Yu Gongcheng Zuebao Bianjibu (2004), 22(2), 224-227.
“Strong and bioactive composites containing nano-silica-fused whiskers for bone repair,” Xu et al., Biomaterials (2004), 25(19), 4615-4626, abstract only.
Research on properties of Portland cement added with nano-SiO2, Wang et al., RILEM Proceedings (2003), PRO 32 (International Conference on Advances in Concrete and Structures, 2003, vol. 1), 154-161, abstract only.
“Comparison on properties of high strength concrete with nano-SiO2 and silica fume added,” Ye et al., Jianzhu Cailiao Xuebao (2003), 6(4), 381-385, abstract only.
“Study on compound effect of silica fume and nano-SiOx for cementing composite materials,” Tang et al., Guisuanyan Xuebao (2003), 3(5), 523-527, abstract only.
“Effect of nano-SiOx and silica fume on cement paste water demand,” Li et al., Shenyang Jianzhu gongcheng Xueyuan Xuebao, Ziran Kexueban (2002), 18(4), 278-281, abstract only.
“Hydration reaction between C3S and fly ash, silica fume, nano-SiO2, and microstructure of hydrated pastes,” Ba et al., Guisuanyan Xuebao (2002), 30(6), 780-784, abstract only.
“Nano-silica—An additive for high-strength concrete,” Wagner et al., Wissenschaftliche Zeitschrift—Hoschule fuer Architektur und Bauwesen Weimar—Universitaet (1994), 40 (5/6/7), 183-87, abstract only.
“Investigations on the preparation and mechanical properties of the nano-alumina reinforced cement composite,” Li et al., Materials Letters (2006), 0(3), 356-359, abstract only.
“Effect of secondary interface microstructure on pore structure and performance of cement-based materials,” Feng et al., Cailiao Yanjiu Xuebao (2003), 17(5), 489-494, abstract only.
“Preparation of multifunctional dry-power paints,” Yanmin Gao, Faming Zhuanli Shenqing gongkai Shuomingshu, 4 pages, 2005, abstract only.
USPTO office action from U.S. Appl. No. 12/426,393, dated Jul. 2, 2010.
USPTO notice of allowance from U.S. Appl. No. 12/472,561, dated Jun. 29, 2010.
PCT International Searching Authority for International Application No. PCT/GB2009/002596 dated Feb. 8, 2010.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Oct. 1, 2010.
PCT International Search Report for International Application No. PCT/GB2010/001806, dated Jan. 20, 2011.
PCT Written Opinion for International Application No. PCT/GB2010/001806, dated Jan. 20, 2011.
English language abstract of CN 101544488, published Sep. 30, 2009.
Office Action from U.S. Appl. No. 12/426,645, dated May 5, 2010.
Office Action from U.S. Appl. No. 12/472,561, dated May 5, 2010.
PCT International Search Report and Written Opinion for International Application No. PCT/GB2010/000485 dated May 21, 2010.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Feb. 17, 2011.
International Search Report for PCT/GB/2010/001045 dated Jul. 21, 2010.
Written Opinion of the International Searching Authority for PCT/GB/2010/001045 dated Jul. 21, 2010.
U.S. Appl. No. 12/426,645, filed Apr. 20, 2009, Roddy.
Bartlet-Gouedard, “A Non-Conventional Way of Developing Cement Slurry for Geothermal Wells”, 2001.
Poon, “A Study of the Hydration of Natural Zeolite Blended Cement Pastes”, 1999.
“Beneficial use of Solid Waste in Maine”, Apr. 14, 2005.
Smith, “Cementing” Society of Petroleum Engineers, p. 38, 1990.
Smith, “Cementing” Society of Professional Engineers, pp. 14, 38, 1987.
Chan, Comparative Study of the Initial Surface Absorption and Chloride Diffusion of High Performance Zeolite Silica Fume and PFA concretes, 1999.
Rogers, “Designing a Remedial Acid Treatment for Gulf of Mexico Deepwater Turbidite Sands Containing Zeolite Cement”, 1996.
Janotka, “Effect of Bentonite and Zeolite on Durability of Cement Suspension Under Sulfate Attack”, 1998.
Ding, “Extreme Vertices Design of Concrete With Combined Mineral Admixtures”, 1999.
“Kiln Dusts”, Apr. 14, 2005.
Sersale, “Portland-Zeolite-Cement for Minimizing Alkali-Aggregate Expansion”, 1987.
“Standards for the Management of Cement Kiln Dust Waste”, Apr. 14, 2005.
Naiqian, “Study on the Suppression Effect of Natural Zeolite on Expansion of Concrete Due to Alkali-Aggregate Reaction”, 1998.
Janotka, “The Properties of Mortar Using Blends With Portland Cement Clinker, Zeolite Tuff and Gypsum”, 1995.
Herndon, “Setting Downhole Plugs: A State-of-the-Art, Petroleum Engineer International”, Apr. 1978.
Sugama, “Carbonation of Hydrothermally Treated Phosphate-Bonded Calcium Aluminate Cements”, pp. 1-9 (undated but admitted as prior art).
Sugama, “Hot Alkali Carbonation of Sodium Metaphosphate Modified Fly Ash/Calcium Aluminate Blend Hydrothermal Cements”, pp. 1661-1672, Sep. 11, 1996.
“Use of Cement Kiln Dust for the Stabilization of Soils”, R. L. Parsons, et al., Apr. 14, 2005.
Feng, “Zeolite Ceramiste Cellular Concrete”, 2000.
Marfil, “Zeolite Crystallization in Portland Cement Concrete Due to Alkali-Aggregate Reaction”, 1993.
Atkins, “Zeolite P in Cements”, “Its Potential for Immobilizing Toxic and Radioactive Waste Species”, 1995.
HES Brochure “AQF-2 Foaming Agent”, 1999.
HES Brochure “Halad-23 Fluid Loss Additive”, 2000.
HES Brochure “Halad-344 Fluid Loss Additive”, 1998.
HES Brochure “Halad-413 Fluid Loss Additive”, 1999.
HES Brochure “Howco Suds Surfactant”, 1999.
HES Brochure “HR-12 Cement Retarder”, 1999.
HES Brochure “HR-15 Cement Retarder”, 1999.
HES Brochure “HR-25 Cement Retarder” dated 1999.
HES Brochure “HR-4 Cement Retarder”, 1999.
HES Brochure HR-5 Cement Additive, 1998.
HES Brochure “HR-7 Cement Retarder”, 1999.
HES Brochure “Pozmix A Cement Additive”, 1999.
HES Brochure “Pozmix Cement and Pozmix 140”.
HES Brochure “SCR-100 Cement Retarder a Valuable Time Saver”, 1994.
HES Brochure “SCR-100 Cement Retarder”, 1999.
HES Brochure “SCR-500L High Temp Retarder”, 2000.
HES Brochure “ThermaLock™ Cement for Corrosive CO2 Environments”, 1999.
“3M Scotchlite, Glass Bubbles Floated Product Series Product Information”, 1999.
“API Specification for Materials and Testing for Well Cements”, API Spec. 10, 5th ed., pp. 7, 19-21, Jul. 1, 1980.
“Appendix A”, API RP 13B-2, 2d ed.; pp. 6-8, Dec. 1, 1991.
LaFarge brochure “TerraCem™”, Aug. 2006.
LaFarge MSDS “Cement Kiln Dust” Mar. 3, 2005.
LaFarge MSDS “LaFarge Blended Cement (cement)”, Mar. 3, 2005.
TXI Material Safety Data Sheet for Pressur-Seal, Oct. 2003.
“Manufacture of supplementary cementitious materials from cement kiln dust”, Mishulovich et al., World Cement Research and Development, p. 116-120, Mar. 1996.
“Alkali-activated binders by use of industrial by-products”, Buchwald et al., Cement and concrete Research 35, p. 968-793, 2005.
Answer 13 of 24 Chemical Abstracts on STN “Manufacture of ceramic particles from floatstone and fly ash”, CN 1182062 (abstract only).
Answer 3 of 24 Chemical Abstracts on STN “Effect of cement kiln dust substitution on chemical and physical properties and compressive strength of Portland and slag cements”, Adb El-aleem et al. (abstract only), 2005.
Office Action from U.S. Appl. No. 11/223,671, Dec. 15, 2005.
Office Action from U.S. Appl. No. 11/271,431, Mar. 6, 2006.
Office Action from U.S. Appl. No. 11/223,671, Mar. 31, 2006.
Office Action from U.S. Appl. No. 11/271,431, May 17, 2006.
Office Action from U.S. Appl. No. 11/271,431, (Advisory Action), Jul. 11, 2006.
Office Action from U.S. Appl. No. 11/416,563, Jul. 21, 2006.
Office Action from U.S. Appl. No. 11/403,032, Jul. 24, 2006.
Office Action from U.S. Appl. No. 11/271,431, Aug. 15, 2006.
Office Action from U.S. Appl. No. 11/440,627, Aug. 21, 2006.
Office Action from U.S. Appl. No. 11/402,741, Oct. 19, 2006.
Office Action from U.S. Appl. No. 11/484,951, Oct. 26, 2006.
Office Action from U.S. Appl. No. 11/484,951, Dec. 21, 2006.
Office Action from U.S. Appl. No. 11/223,703, Jan. 17, 2007.
Office Action from U.S. Appl. No. 11/402,741, Feb. 2, 2007.
Office Action from U.S. Appl. No. 11/223,485, Feb. 28, 2007.
Office Action from U.S. Appl. No. 11/223,669, Feb. 28, 2007.
Office Action from U.S. Appl. No. 11/271,690, Mar. 13, 2007.
Office Action from U.S. Appl. No. 11/402,741, Mar. 22, 2007.
Office Action from U.S. Appl. No. 11/223,703, Apr. 25, 2007.
Office Action from U.S. Appl. No. 11/402,741, May 29, 2007.
Office Action from U.S. Appl. No. 11/223,669, Jun. 18, 2007.
Office Action from U.S. Appl. No. 11/416,754 (Notice of Allowance), Jul. 2, 2007.
Office Action from U.S. Appl. No. 11/223,485 (Notice of Allowance), Aug. 3, 2007.
Office Action from U.S. Appl. No. 11/257,261, Aug. 10, 2007.
Office Action from U.S. Appl. No. 11/271,690 (Notice of Allowance), Aug. 13, 2007.
Office Action from U.S. Appl. No. 11/402,741, Sep. 6, 2007.
Office Action from U.S. Appl. No. 11/223,669, Oct. 9, 2007.
Office Action from U.S. Appl. No. 11/223,750, Oct. 16, 2007.
Office Action from U.S. Appl. No. 11/416,754 (Notice of Allowance), Oct. 17, 2007.
Office Action from U.S. Appl. No. 11/257,261 (Notice of Allowance), Oct. 23, 2007.
Office Action from U.S. Appl. No. 11/402,741, Oct. 24, 2007.
Office Action from U.S. Appl. No. 11/223,750 (Notice of Allowance), Dec. 11, 2007.
Office Action from U.S. Appl. No. 11/402,741 (Notice of Allowance), Dec. 13, 2007.
Office Action from U.S. Appl. No. 11/223,669, Oct. 29, 2008.
Office Action from U.S. Appl. No. 11/256,824 (Notice of Allowance), Feb. 27, 2008.
Office Action from U.S. Appl. No. 11/223,703 (Notice of Allowance), Feb. 27, 2008.
Office Action from U.S. Appl. No. 11/223,669, Apr. 8, 2008.
Office Action from U.S. Appl. No. 11/223,669 (Notice of Allowance), Jun. 30, 2008.
Foreign Search Report from a Related Application, Sep. 9, 2005.
Foreign Search Report from a Related Application, Jul. 5, 2006.
Foreign Search Report from a Related Application, Oct. 27, 2006.
Foreign Search Report from a Related Application, Nov. 2, 2006.
Foreign Search Report from a Related Application, Dec. 1, 2006.
Foreign Search Report from a Related Application, Dec. 19, 2006.
Foreign Search Report from a Related Application, May 8, 2007.
Office Action from U.S. Appl. No. 12/034,886 (Notice of Allowance), Oct. 21, 2008.
Harris et al., “Successful Remedial Operations Using Ultrafine Cement”, SPE 24294, 1992.
Heathman et al., “Case Histories Regarding the Application of Microfine Cements”, Cementing Technical Paper SPE 23926, 1992.
Halliburton brochure entitled “Micro Matrix Cement”, Nov. 2006.
Dalrymple et al., “A Selective Water Control Process”, SPE 24330, 1992.
Halim et al., “Preparation of an ultra fast binding cement from calcium silicate-based mixed oxide nanoparticles”, Nanotechnology 18, 2007.
Epik Energy brochure entitled “Nanocement”.
Nanocor brochure entitled “Nanoclay Structure”, Jun. 24, 2008.
He et al., “Chloride Permeability and Microstructure of Portland Cement Mortars Incorporating Nanomaterials”, Abstract, Transportation Research Board Annual Meeting 2007 Paper #08-1041, 2008.
Chang et al., “Material Properties of Portland Cement Paste with Nano-Montmorillonite,” J. Material Science, May 18, 2007.
Foreign communication from a related counterpart application, Jul. 5, 2005.
Office Action from U.S. Appl. No. 10/775,348, Nov. 23, 2005.
Office Action from U.S. Appl. No. 10/775,348, May 2, 2006.
Notice of Allowance from U.S. Appl. No. 10/775,348, Jun. 6, 2006.
Foreign communication from a related counterpart application, Jun. 29, 2007.
Notice of Allowance from U.S. Appl. No. 11/388,644, Jan. 3, 2008.
Office Action from U.S. Appl. No. 12/008,923, May 20, 2008.
Notice of Allowance from U.S. Appl. No. 12/008,923, Jul. 22, 2008.
Office Action from U.S. Appl. No. 11/388,645, Apr. 3, 2009.
Office Action from U.S. Appl. No. 11/388,645, Jul. 30, 2009.
Nanocor Technical brochure entitled “Nanoclay Structures”, Mar. 18, 2009.
Nanofil SE 3000, “Active nanofiller for polymr applications”, Product Bulletin/Nanofil, Southern Clay Products.
Halliburton brochure entitled, “Cementing WellLife III Cementing Service”, Apr. 2008.
Darbe, “Slurry Design Considerations for Mechanically Enhanced Cement Systems”, AADE-08-DF-HO-06, 2008.
Halamickova, “Water Permeability and Chloride Ion Diffusion in Portland Cement Mortars: Relationship to Sand Content and Critical Pore Diameter”, Cement and Concrete Research, vol. 25, No. 4, pp. 790-802, 1995.
Montmorillonite, Wikipedia encyclopedia, 2009.
Ravi, “Interventionless Zonal Isolation”, Cementing, May 2008.
Schlumberger brochure, “Futur Active set-cement technology for long-term zonal isolation”, 2007.
Halliburton brochure, “WellLife III Cementing Service for CO2 Environments”, Jun. 2009.
Hunter, “Three Key Mechanisms Deliver Zonal Isolation”, IADC.
Office Action from U.S. Appl. No. 11/747,002, Apr. 2, 2008.
Office Action from U.S. Appl. No. 11/747,002, May 27, 2008.
Office Action from U.S. Appl. No. 11/747,002, Jul. 10, 2008.
Office Action from U.S. Appl. No. 11/747,002, Mar. 3, 2009.
USPTO Office Action for U.S. Appl. No. 11/388,645 dated Aug. 17, 2010.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Nov. 10, 2010.
U.S. Appl. No. 13/052,471, filed Mar. 21, 2011, Ravi et al.
USPTO Office Action for U.S. Appl. No. 12/651,662 dated Apr. 5, 2011.
USPTO Office Action for U.S. Appl. No. 12/567,783 dated Apr. 6, 2011.
USPTO Office Action for U.S. Appl. No. 12/263,954 dated Apr. 20, 2011.
USPTO Office Action for U.S. Appl. No. 12/651,662 dated Apr. 22, 2011.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated May 16, 2011.
Campillo et al., “Improvement of initial mechanical strength by nanoalumina in belite cements”, Science Direct, Materials Letters 61, pp. 1889-1892, 2007.
PCT International Search Report and Written Opinion for International Application No. PCT/GB2011/000003 dated Apr. 18, 2011.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Jul. 18, 2011.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Feb. 7, 2012.
HES Brochure “Latex 2000”, Aug. 2006.
USPTO Office Action for U.S. Appl. No. 12/833,189 dated Oct. 11, 2011.
USPTO Office Action for U.S. Appl. No. 12/263,954 dated Aug. 8, 2011.
USPTO Office Action for U.S. Appl. No. 12/567,783 dated Aug. 23, 2011.
USPTO Office Action for U.S. Appl. No. 12/651,662 dated Nov. 28, 2011.
USPTO Office Action for U.S. Appl. No. 13/052,471 dated Mar. 6, 2012.
USPTO Office Action for U.S. Appl. No. 12/651,662 dated Mar. 14, 2012.
International Search Report for PCT/GB2010/001805 dated Mar. 31, 2011.
Written Opinion for PCT/GB2010/001805 dated Mar. 27, 2012.
USPTO Office Action for U.S. Appl. No. 13/431,701 dated Nov. 9, 2012.
USPTO Office Action for U.S. Appl. No. 12/651,662 dated Aug. 2, 2012.
USPTO Office Action for U.S. Appl. No. 13/052,471 dated Jun. 28, 2012.
Written Opinion of the International Searching Authority for PCT/GB/2010/000485 dated Oct. 25, 2011.
Written Opinion of the International Searching Authority for PCT/GB/2011/000003 dated Jul. 12, 2012.
Communication from EPO for EPO App. No. 12159772.8 dated May 3, 2012.
Li et al., “Investigations on the preparation and mechanical properties of the nano-alumina reinforced cement composite”, Science Direct, Materials Letters 60, pp. 356-359, 2006.
Office Action from U.S. Appl. No. 13/458,112 dated Mar. 15, 2013.
Office Action from U.S. Appl. No. 13/435,701 dated Feb. 19, 2013.
Office Action from U.S. Appl. No. 12/651,662 dated Feb. 13, 2013.
Office Action from U.S. Appl. No. 12/833,189 dated Feb. 6, 2013.
Office Action from U.S. Appl. No. 13/443,934 dated Mar. 4, 2013.
International Search Report and Written Opinion for PCT/GB2010/0010445 dated Jul. 21, 2010.
Office Action from U.S. Appl. No. 13/052,471 dated Feb. 4, 2013.
Office Action from U.S. Appl. No. 12/263,954 dated Mar. 14, 2013.
International Preliminary Report and Written Opinion for PCT/GB2009/002596 dated May 3, 2011.
Final Office Action for U.S. Appl. No. 12/833,189 dated May 28, 2013.
Final Office Action for U.S. Appl. No. 13/435,701 dated Jun. 4, 2013.
Office Action for U.S. Appl. No. 13/443,934 dated Jun. 27, 2013.
Final Office Action for U.S. Appl. No. 13/052,471 dated May 10, 2013.
Office Action for U.S. Appl. No. 13/431,701 dated Jul. 11, 2013.
Search report and Written Opinion for PCT/US2013/038343 dated Jul. 31, 2013.
Andrew R. Barron, Chemical composition of Portland Cement, viewed on Aug. 26, 2013, last edited by author on Jan. 4, 2010.
International Preliminary Report and Written Opinion of PCT/GB2010/001806 dated Mar. 27, 2012.
Related Publications (1)
Number Date Country
20100025039 A1 Feb 2010 US
Continuation in Parts (2)
Number Date Country
Parent 12263954 Nov 2008 US
Child 12567782 US
Parent 11747002 May 2007 US
Child 12263954 US