CA2245211A1 - Methods of modifying subterranean strata properties - Google Patents
Methods of modifying subterranean strata properties Download PDFInfo
- Publication number
- CA2245211A1 CA2245211A1 CA002245211A CA2245211A CA2245211A1 CA 2245211 A1 CA2245211 A1 CA 2245211A1 CA 002245211 A CA002245211 A CA 002245211A CA 2245211 A CA2245211 A CA 2245211A CA 2245211 A1 CA2245211 A1 CA 2245211A1
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- Canada
- Prior art keywords
- composition
- epoxy resin
- stratum
- group
- containing liquid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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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
- C09K8/50—Compositions for plastering borehole walls, i.e. compositions for temporary consolidation of borehole walls
- C09K8/504—Compositions based on water or polar solvents
- C09K8/506—Compositions based on water or polar solvents containing organic compounds
- C09K8/508—Compositions based on water or polar solvents containing organic compounds macromolecular compounds
- C09K8/5086—Compositions based on water or polar solvents containing organic compounds macromolecular compounds obtained otherwise than by reactions only involving carbon-to-carbon unsaturated bonds
-
- 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
-
- 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
- C09K8/50—Compositions for plastering borehole walls, i.e. compositions for temporary consolidation of borehole walls
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21B—EARTH DRILLING, e.g. DEEP 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
Abstract
The present invention provides methods of modifying the properties of a subterranean stratum penetrated by a well bore to increase the resistance of the stratum to shear failure.
The methods basically comprise the steps of preparing a hardenable epoxy composition having flexibility upon hardening comprising an epoxide containing liquid or an epoxy resin and an epoxide containing liquid and a hardening agent. The epoxy composition is pumped into the subterranean stratum by way of the well bore and by way of the porosity of the stratum and then allowed to harden in the stratum.
The methods basically comprise the steps of preparing a hardenable epoxy composition having flexibility upon hardening comprising an epoxide containing liquid or an epoxy resin and an epoxide containing liquid and a hardening agent. The epoxy composition is pumped into the subterranean stratum by way of the well bore and by way of the porosity of the stratum and then allowed to harden in the stratum.
Description
CA 0224~211 1998-08-14 M~;-L~C~L1S OF MODIFYING ~U~L~KRANEAN STRATA PROPERTIES
Back~round of the Invention 1. Field of the Invention The present invention relates generally to methods of modifying the propert:ies of subterranean strata, and more particularly, to methods of increasing the resistance of the strata to shear failure.
Back~round of the Invention 1. Field of the Invention The present invention relates generally to methods of modifying the propert:ies of subterranean strata, and more particularly, to methods of increasing the resistance of the strata to shear failure.
2. De~cription of the Prior Art Hydraulic cement compositions are commonly utilized in oil, gas and water well completion and remedial operations.
For example, hydraulic cement compositions are used in primary cementing operations whereby a string of pipe such as casing is cemented in a well bore. In performing primary cementing, a hydraulic cement composition is pumped into the annular space between the walls of the well bore and the exterior of a string of pipe disposed therein. The cement composition is permitted to set in the annular space thereby forming an annular sheath of hardened substantially impermeable cement therein. The cement sheath physically supports and positions the pipe in the well bore and bonds the pipe to the walls of the well bore whereby the undesirable migration of fluids between zones or formations penetrated by the well bore is prevented.
In some well locations, the subterranean strata into or through which wells are drilled have high permeabilities and low tensile strengths. As a result, the resistances of the strata to shear are low and they have low fracture gradients.
When a well fluid such as a hydraulic cement composition is introduced into a wel] bore penetrating such a subterranean CA 0224~211 1998-08-14 stratum, the hydrostatic pressure exerted on the walls of the well bore can potentially exceed the fracture gradient of the stratum and cause the formation of fractures into which the cement composition is lost. While light weight cement compositions have been developed and used, subterranean strata are still encountered which have fracture gradients too low for even the light weight cement compositions to be utilized without fractures and lost circulation problems occurring.
Thus, there are needs for methods of modifying the properties of subterranean strata penetrated by well bores to increase their resistance to shear failure, i.e., to increase the fracture gradients of the strata whereby well cements and other conventional well fluids can be utilized therein.
Sum~arY of the Invention The present invention provides methods of modifying the properties of subterranean strata to increase the resistance of the strata to shear failure which meet the needs described above and overcome the deficiencies of the prior art. The methods basically comprise the steps of preparing a hardenable epoxy composition having flexibility upon hardening such as an epoxide containing liquid selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol and a hardening agent selected from the group of aliphatic amines and carboxylic acid anhydrides, pumping the epoxy composition into a subterranean stra um by way of the well bore penetrating it and by way of the porosity of the stratum and then allowing the epoxy composition to harden in the stratum.
, ~. ,. .. ., . , ~ , . . . .
CA 0224~211 1998-08-14 Upon hardening, the resulting flexible epoxy composition reduces the permeability of the stratum and increases its resistance to shear failure adjacent to the well bore whereby the fracture gradient of the stratum is appreciably increased.
The increase in the fracture gradient allows conventional hydraulic cement compositions and other well treatment fluids to be utilized in the well bore without fracturing and lost circulation problems occurring.
It is, therefore, a general object of the present invention to provide methods of modifying the properties of subterranean strata including increasing the strata's resistance to shear.
Other and further objects, features and advantages of the present invention will be readily apparent to those skilled in the art upon a reading of the description of preferred embodiments which follows.
Descri~tion of Preferred Embodiments As mentioned above, oil, gas and water wells are often drilled into subterranean strata having high permeabilities and low resistances to shear failure. When conventional well fluids enter such strata by way of the wel] bores penetrating them, the fracture gradients of the strata can often be exceeded. As a result, fractures are formed in the strata and the fluids are lost t:herein. In many cases, the fracture gradients of such strata are so low that wells drilled into the strata cannot be completed and must be abandoned. The term "fracture gradient" is used herein to mean the graduation in hydraulic pressure required to be exerted in a subterranean CA 0224~211 1998-08-14 stratum over its depth t:o cause fractures therein.
By the present invention, methods of modifying the properties of subterranean strata penetrated by well bores to reduce their permeabilities and increase their fracture gradients are provided. The methods of the present invention basically comprise the steps of preparing a hardenable epoxy composition which has a viscosity such that it will enter the porosity of the subterranean stratum to be strengthened and which has flexibility upon hardening whereby the tensile strength and fracture gradient of the stratum are appreciably increased. Once prepared, the epoxy composition is pumped into the subterranean stratum to be strengthened by way of a well bore penetrating the stratum and by way of the porosity of the stratum. Thereafter, the epoxy composition is allowed to harden in the stratum which reduces its permeability and increases its tensile strength and fracture gradient ad~acent to the well bore whereby the well bore penetrating the stratum can be completed without fracturing the stratum.
In applications where an epoxy composition having a low viscosity is required in order for the epoxy composition to be able to enter the pores of the stratum to be treated, i.e., a viscosity in the range of from about 10 to about 100 centi-poises, an epoxy composition comprised of an epoxide containing liquid and a hardening agent is utilized. While various low viscosity epoxide containing liquids can be used, preferred such liquids are selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol.
A suitable epoxide containing liquid comprised of the CA 0224~211 1998-08-14 diglycidyl ether of 1,4-butanediol is commercially available from the Shell Oil Company of Houston, Texas under the trade-name "HELOXY~67". This epoxide containing liquid has a viscosity at 25~C in the range of from about 13 to about 18 centipoises, a molecular weight of 202 and a one gram equivalent of epoxide per about 120 to about: 130 grams of the liquid. A suitable diglycidyl ether of neopentyl glycol is commercially available from Shell Oil Company under the trade designation "HELOXY~68". This epoxide containing liquid has a viscosity at 25~C in the range of from about 13 to about 18 centipoises, a molecular weight of 216 and a one gram equivalent of epoxide per about 130 to about: 140 grams of the liquid. A suitable diglycidyl ether of cyclohexane dimethanol is commercially available from Shell Oil Company under the trade designation "HELOXY~107". This epoxide containing liquid has a viscosity at 25~C in the range of from about 55 to about centipoises, a molecular weight of 256 and a one gram equivalent of epoxide per about 155 to about 165 grams of the liquid.
A variety of hardening agents, including, but not limited to, aliphatic amines, aliphatic tertiary amines, aromatic amines, cycloaliphatic and heterocyclic amines, amido amines, polyamides, polyethyl amines and carboxylic acid anhydrides can be utilized with the above described epoxide containing liquids. Examples of suitable aliphatic amines are triethy-lenetetramine, ethylenediamine, N-cocoalkyltri-methylene, iso-phorone diamine, N-aminopethyl piperazines, imidazoline, and 1,2-diaminecyclohexane. Examples of suitable carboxylic acid ..
CA 0224~211 1998-08-14 anhydrides are methyltetrahydrophtalic anhydride, hexahydrophthalic anhydride, maleic anhydride, polyazelaic polyanhydride and phthalic anhydride. Of these, triethylene-tetramine, ethylenediamine, N-cocoalkyltrimethylene and lsophorone diamine are preferred, with isophorone diamine being the most preferred. The hardening agent utilized is generally included in the epoxy composition in an amount in the range of from about 15~ to about 31~ by weight of the epoxide containing liquid in the composition, most preferably about 25~.
In certain applications where particulate bridging materials are required to fill natural fractures and the like, fillers such as crystaline silicas, amorphous silicas, clays, calcium carbonate or barite can be included in the epoxy composition. When such a filler is utilized, it is generally present in the composition in an amount in the range of from about 15~ to about 30~ by weight of the composition.
Once prepared, the above described epoxy composition comprised of an epoxy containing liquid and a hardening agent is pumped into the subterranean stratum to be strengthened by way of the well bore and by way of the porosity of the stratum and then allowed to harden in the stratum. After the epoxy composition has hardened whereby the permeability of the stratum is reduced and the tensile strength and fracture gradient thereof are increased adjacent to the well bore, conventional well completion operations such as primary cementing are conducted In applications where a higher viscosity epoxide resin composition can be used, i.e., a viscosity in the range of from CA 0224~211 1998-08-14 about 90 to about 120 centipoises, an epoxide resin composition comprised of an epoxy resin, an epoxide containing liquid and a hardening agent is utilized. While various epoxy resins can be used, preferred such resins are those selected from the condensation products of epichlorohydrin and bisphenol A. A
particularly suitable such resin is commercially available from the Shell Oil Company under the trade designation "EPON~ RESIN
828". This epoxy resin has a molecular weight of 340 and a one gram equivalent of epoxide per about 180 to about 195 grams of resin.
An epoxide containing liquid, preferably of one of the types described above, i.e., an epoxide containing liquid selected from the group of diglycidyl ethers of a,4-butanediol, neopentyl glycol and cyclohexane dimethanol, is utilized to modify the viscosity of the epoxy resin used and add flexibility to the resulting composition after hardening. The epoxide containing licIuid is included in the epoxy resin composition in an amount in the range of from about 15~ to about 40~ by weight of the epoxy resin in the composition, most preferably in an amount of about 25~.
The hardening agent is preferably selected from the group of aliphatic amines and acid anhydrides set forth above, with ethylene diamine, N-cocoalkyltrimethylene and isophorone diamine being preferred The most preferred hardening agent is isophorone diamine. The hardening agent is included in the epoxy resin composition in an amount in the range of from about 5~ to about 25~ by weight of the composition, preferably in an amount of about 20~.
.. .. ..
CA 0224~211 1998-08-14 As mentioned above in connection with the low viscosity epoxy composition, the higher viscosity epoxy resin composition can include a filler such as crystalline silicas, amorphous silicas, clays, calcium carbonate or barite. When used, the filler is present in the composition in an amount in the range of from about 15~ to about 30~ by weight of the composition.
The above described epoxy resin composition can be dispersed in an aqueous carrier liquid to enhance the ability of the composition to enter the porosity of water wet strata.
To facilitate preparing the aqueous dispersion, a water borne epoxy resin which is commercially available from the Shell Oil Company under the trade designation "EPI-REZ~"' can be utilized.
The epoxide containing liquid and hardening agent used with the epoxy resin can be dispersed or dissolved in the water borne epoxy resin to form an aqueous dispersion of the epoxy resin composition.
In order to further illustrate the methods and compositions of this invention, the following examples are given.
Example 1 Sandstone cores with and without a hardened epoxy composition and the hardened epoxy composition alone were tested for compressive strength, tensile strength, Young's Modulus and Poisson's Ratio, all in accordance with the standardized tests and procedures of the American Society for Testing and Materials (ASTM) set forth, for example, in ASTM
D1456. The test apparatus used is described in United States Patent No. 5,325,723 issued to Meadows, et al. on July 5, 1994.
.~
CA 0224~211 1998-08-14 All of the tests were conducted under a confining pressure of 1000 psig. Young's Modulus and Poisson's ~atio describe the elastic properties of the tested samples.
The tests were conducted using a sandstone core alone, a hardened epoxy composition alone and a sandstone core after it was saturated with an epoxy composition and the epoxy composition was allowed to harden for a time of three days at a temperature of 140~F. The epoxy composition used in the tests was comprised of the diglycidyl ether of neopentyl glycol and a isophorone diamine hardening agent present in the composition in an amount of about 20~ by weight of the diglycidyl ether.
The results of these tests are given in Table I below.
TABLE I
STRENGTH AND ELASTICITY TESTS' Material Cu~ , Tensile Young's Modulus (E X Poisson's Tested Strength, psi Strength, psi 106) Ratio Sandstone 10,434 417 1.556 ~ 0.00230.357377 i 0.003519 Alone Hardened 11,743 2,9800.418 ~: 0.00030.481125 ~ 0.001567 Epoxy C
Alone Sandstone 23,794 2,7702.092 ~: 0.0084 0.110611 ~ 0.002495 Saturated with Hardened Epoxy C~ c ~
' The confining pressure was 1000 psig.
2 Shell Oil Co. "HELOXY~68~ epûxide containing liquid with 23% by weight isu~Lu.. diamine hardening agent.
From Table I it can be seen that the sandstone core saturated with hardened epoxy resin had excellent compressive and tensile strengths as well as elasticity.
.. .... .
CA 0224~211 1998-08-14 Example 2 Water permeability tests were conducted in accordance with the procedures and apparatus set forth and described in the American Petroleum Institute (API) Recommended Practice For Core Analysis Procedure, API RP 40. Sandstone cores treated with various hardened epoxy compositions, the compositions alone and a sandstone core alone were tested. The various epoxy compositions used in the tests are set forth in Table II
below and the results of the tests are set ~orth in Table III
below.
. ~
For example, hydraulic cement compositions are used in primary cementing operations whereby a string of pipe such as casing is cemented in a well bore. In performing primary cementing, a hydraulic cement composition is pumped into the annular space between the walls of the well bore and the exterior of a string of pipe disposed therein. The cement composition is permitted to set in the annular space thereby forming an annular sheath of hardened substantially impermeable cement therein. The cement sheath physically supports and positions the pipe in the well bore and bonds the pipe to the walls of the well bore whereby the undesirable migration of fluids between zones or formations penetrated by the well bore is prevented.
In some well locations, the subterranean strata into or through which wells are drilled have high permeabilities and low tensile strengths. As a result, the resistances of the strata to shear are low and they have low fracture gradients.
When a well fluid such as a hydraulic cement composition is introduced into a wel] bore penetrating such a subterranean CA 0224~211 1998-08-14 stratum, the hydrostatic pressure exerted on the walls of the well bore can potentially exceed the fracture gradient of the stratum and cause the formation of fractures into which the cement composition is lost. While light weight cement compositions have been developed and used, subterranean strata are still encountered which have fracture gradients too low for even the light weight cement compositions to be utilized without fractures and lost circulation problems occurring.
Thus, there are needs for methods of modifying the properties of subterranean strata penetrated by well bores to increase their resistance to shear failure, i.e., to increase the fracture gradients of the strata whereby well cements and other conventional well fluids can be utilized therein.
Sum~arY of the Invention The present invention provides methods of modifying the properties of subterranean strata to increase the resistance of the strata to shear failure which meet the needs described above and overcome the deficiencies of the prior art. The methods basically comprise the steps of preparing a hardenable epoxy composition having flexibility upon hardening such as an epoxide containing liquid selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol and a hardening agent selected from the group of aliphatic amines and carboxylic acid anhydrides, pumping the epoxy composition into a subterranean stra um by way of the well bore penetrating it and by way of the porosity of the stratum and then allowing the epoxy composition to harden in the stratum.
, ~. ,. .. ., . , ~ , . . . .
CA 0224~211 1998-08-14 Upon hardening, the resulting flexible epoxy composition reduces the permeability of the stratum and increases its resistance to shear failure adjacent to the well bore whereby the fracture gradient of the stratum is appreciably increased.
The increase in the fracture gradient allows conventional hydraulic cement compositions and other well treatment fluids to be utilized in the well bore without fracturing and lost circulation problems occurring.
It is, therefore, a general object of the present invention to provide methods of modifying the properties of subterranean strata including increasing the strata's resistance to shear.
Other and further objects, features and advantages of the present invention will be readily apparent to those skilled in the art upon a reading of the description of preferred embodiments which follows.
Descri~tion of Preferred Embodiments As mentioned above, oil, gas and water wells are often drilled into subterranean strata having high permeabilities and low resistances to shear failure. When conventional well fluids enter such strata by way of the wel] bores penetrating them, the fracture gradients of the strata can often be exceeded. As a result, fractures are formed in the strata and the fluids are lost t:herein. In many cases, the fracture gradients of such strata are so low that wells drilled into the strata cannot be completed and must be abandoned. The term "fracture gradient" is used herein to mean the graduation in hydraulic pressure required to be exerted in a subterranean CA 0224~211 1998-08-14 stratum over its depth t:o cause fractures therein.
By the present invention, methods of modifying the properties of subterranean strata penetrated by well bores to reduce their permeabilities and increase their fracture gradients are provided. The methods of the present invention basically comprise the steps of preparing a hardenable epoxy composition which has a viscosity such that it will enter the porosity of the subterranean stratum to be strengthened and which has flexibility upon hardening whereby the tensile strength and fracture gradient of the stratum are appreciably increased. Once prepared, the epoxy composition is pumped into the subterranean stratum to be strengthened by way of a well bore penetrating the stratum and by way of the porosity of the stratum. Thereafter, the epoxy composition is allowed to harden in the stratum which reduces its permeability and increases its tensile strength and fracture gradient ad~acent to the well bore whereby the well bore penetrating the stratum can be completed without fracturing the stratum.
In applications where an epoxy composition having a low viscosity is required in order for the epoxy composition to be able to enter the pores of the stratum to be treated, i.e., a viscosity in the range of from about 10 to about 100 centi-poises, an epoxy composition comprised of an epoxide containing liquid and a hardening agent is utilized. While various low viscosity epoxide containing liquids can be used, preferred such liquids are selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol.
A suitable epoxide containing liquid comprised of the CA 0224~211 1998-08-14 diglycidyl ether of 1,4-butanediol is commercially available from the Shell Oil Company of Houston, Texas under the trade-name "HELOXY~67". This epoxide containing liquid has a viscosity at 25~C in the range of from about 13 to about 18 centipoises, a molecular weight of 202 and a one gram equivalent of epoxide per about 120 to about: 130 grams of the liquid. A suitable diglycidyl ether of neopentyl glycol is commercially available from Shell Oil Company under the trade designation "HELOXY~68". This epoxide containing liquid has a viscosity at 25~C in the range of from about 13 to about 18 centipoises, a molecular weight of 216 and a one gram equivalent of epoxide per about 130 to about: 140 grams of the liquid. A suitable diglycidyl ether of cyclohexane dimethanol is commercially available from Shell Oil Company under the trade designation "HELOXY~107". This epoxide containing liquid has a viscosity at 25~C in the range of from about 55 to about centipoises, a molecular weight of 256 and a one gram equivalent of epoxide per about 155 to about 165 grams of the liquid.
A variety of hardening agents, including, but not limited to, aliphatic amines, aliphatic tertiary amines, aromatic amines, cycloaliphatic and heterocyclic amines, amido amines, polyamides, polyethyl amines and carboxylic acid anhydrides can be utilized with the above described epoxide containing liquids. Examples of suitable aliphatic amines are triethy-lenetetramine, ethylenediamine, N-cocoalkyltri-methylene, iso-phorone diamine, N-aminopethyl piperazines, imidazoline, and 1,2-diaminecyclohexane. Examples of suitable carboxylic acid ..
CA 0224~211 1998-08-14 anhydrides are methyltetrahydrophtalic anhydride, hexahydrophthalic anhydride, maleic anhydride, polyazelaic polyanhydride and phthalic anhydride. Of these, triethylene-tetramine, ethylenediamine, N-cocoalkyltrimethylene and lsophorone diamine are preferred, with isophorone diamine being the most preferred. The hardening agent utilized is generally included in the epoxy composition in an amount in the range of from about 15~ to about 31~ by weight of the epoxide containing liquid in the composition, most preferably about 25~.
In certain applications where particulate bridging materials are required to fill natural fractures and the like, fillers such as crystaline silicas, amorphous silicas, clays, calcium carbonate or barite can be included in the epoxy composition. When such a filler is utilized, it is generally present in the composition in an amount in the range of from about 15~ to about 30~ by weight of the composition.
Once prepared, the above described epoxy composition comprised of an epoxy containing liquid and a hardening agent is pumped into the subterranean stratum to be strengthened by way of the well bore and by way of the porosity of the stratum and then allowed to harden in the stratum. After the epoxy composition has hardened whereby the permeability of the stratum is reduced and the tensile strength and fracture gradient thereof are increased adjacent to the well bore, conventional well completion operations such as primary cementing are conducted In applications where a higher viscosity epoxide resin composition can be used, i.e., a viscosity in the range of from CA 0224~211 1998-08-14 about 90 to about 120 centipoises, an epoxide resin composition comprised of an epoxy resin, an epoxide containing liquid and a hardening agent is utilized. While various epoxy resins can be used, preferred such resins are those selected from the condensation products of epichlorohydrin and bisphenol A. A
particularly suitable such resin is commercially available from the Shell Oil Company under the trade designation "EPON~ RESIN
828". This epoxy resin has a molecular weight of 340 and a one gram equivalent of epoxide per about 180 to about 195 grams of resin.
An epoxide containing liquid, preferably of one of the types described above, i.e., an epoxide containing liquid selected from the group of diglycidyl ethers of a,4-butanediol, neopentyl glycol and cyclohexane dimethanol, is utilized to modify the viscosity of the epoxy resin used and add flexibility to the resulting composition after hardening. The epoxide containing licIuid is included in the epoxy resin composition in an amount in the range of from about 15~ to about 40~ by weight of the epoxy resin in the composition, most preferably in an amount of about 25~.
The hardening agent is preferably selected from the group of aliphatic amines and acid anhydrides set forth above, with ethylene diamine, N-cocoalkyltrimethylene and isophorone diamine being preferred The most preferred hardening agent is isophorone diamine. The hardening agent is included in the epoxy resin composition in an amount in the range of from about 5~ to about 25~ by weight of the composition, preferably in an amount of about 20~.
.. .. ..
CA 0224~211 1998-08-14 As mentioned above in connection with the low viscosity epoxy composition, the higher viscosity epoxy resin composition can include a filler such as crystalline silicas, amorphous silicas, clays, calcium carbonate or barite. When used, the filler is present in the composition in an amount in the range of from about 15~ to about 30~ by weight of the composition.
The above described epoxy resin composition can be dispersed in an aqueous carrier liquid to enhance the ability of the composition to enter the porosity of water wet strata.
To facilitate preparing the aqueous dispersion, a water borne epoxy resin which is commercially available from the Shell Oil Company under the trade designation "EPI-REZ~"' can be utilized.
The epoxide containing liquid and hardening agent used with the epoxy resin can be dispersed or dissolved in the water borne epoxy resin to form an aqueous dispersion of the epoxy resin composition.
In order to further illustrate the methods and compositions of this invention, the following examples are given.
Example 1 Sandstone cores with and without a hardened epoxy composition and the hardened epoxy composition alone were tested for compressive strength, tensile strength, Young's Modulus and Poisson's Ratio, all in accordance with the standardized tests and procedures of the American Society for Testing and Materials (ASTM) set forth, for example, in ASTM
D1456. The test apparatus used is described in United States Patent No. 5,325,723 issued to Meadows, et al. on July 5, 1994.
.~
CA 0224~211 1998-08-14 All of the tests were conducted under a confining pressure of 1000 psig. Young's Modulus and Poisson's ~atio describe the elastic properties of the tested samples.
The tests were conducted using a sandstone core alone, a hardened epoxy composition alone and a sandstone core after it was saturated with an epoxy composition and the epoxy composition was allowed to harden for a time of three days at a temperature of 140~F. The epoxy composition used in the tests was comprised of the diglycidyl ether of neopentyl glycol and a isophorone diamine hardening agent present in the composition in an amount of about 20~ by weight of the diglycidyl ether.
The results of these tests are given in Table I below.
TABLE I
STRENGTH AND ELASTICITY TESTS' Material Cu~ , Tensile Young's Modulus (E X Poisson's Tested Strength, psi Strength, psi 106) Ratio Sandstone 10,434 417 1.556 ~ 0.00230.357377 i 0.003519 Alone Hardened 11,743 2,9800.418 ~: 0.00030.481125 ~ 0.001567 Epoxy C
Alone Sandstone 23,794 2,7702.092 ~: 0.0084 0.110611 ~ 0.002495 Saturated with Hardened Epoxy C~ c ~
' The confining pressure was 1000 psig.
2 Shell Oil Co. "HELOXY~68~ epûxide containing liquid with 23% by weight isu~Lu.. diamine hardening agent.
From Table I it can be seen that the sandstone core saturated with hardened epoxy resin had excellent compressive and tensile strengths as well as elasticity.
.. .... .
CA 0224~211 1998-08-14 Example 2 Water permeability tests were conducted in accordance with the procedures and apparatus set forth and described in the American Petroleum Institute (API) Recommended Practice For Core Analysis Procedure, API RP 40. Sandstone cores treated with various hardened epoxy compositions, the compositions alone and a sandstone core alone were tested. The various epoxy compositions used in the tests are set forth in Table II
below and the results of the tests are set ~orth in Table III
below.
. ~
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o o o o '~ 8 8 8 8 8 0~ O.
O O O O O O O O
~ A A A A A A A
.
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3 ~ D
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Cl ~
> ~ r a ' ~ u O ~I C C ~
O D D D ,~
O _ ,~
CA 0224~211 1998-08-14 From Tables II and III it can be seen that the epoxy compositions utilized in accordance with this invention effectively reduce the permeability of subterranean strata materials.
Thus, the present invention is well adapted to carry out the objects and obtain the features and advantages mentioned as well as those which are inherent therein. While numerous changes may be made by those skilled in the art, such changes are encompassed within the spirit of this invention as defined by the appended claims.
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3 ~ D
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CA 0224~211 1998-08-14 From Tables II and III it can be seen that the epoxy compositions utilized in accordance with this invention effectively reduce the permeability of subterranean strata materials.
Thus, the present invention is well adapted to carry out the objects and obtain the features and advantages mentioned as well as those which are inherent therein. While numerous changes may be made by those skilled in the art, such changes are encompassed within the spirit of this invention as defined by the appended claims.
Claims (20)
1. A method of modifying the properties of a subterranean stratum penetrated by a well bore to thereby increase its resistance to shear failure comprising the steps of:
(a) preparing a hardenable epoxy composition having a viscosity at 25°C in the range of from about 10 to about 100 centipoises and having flexibility upon hardening comprising an epoxide containing liquid and a hardening agent; (b) pumping said epoxy composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy composition to harden in said stratum.
(a) preparing a hardenable epoxy composition having a viscosity at 25°C in the range of from about 10 to about 100 centipoises and having flexibility upon hardening comprising an epoxide containing liquid and a hardening agent; (b) pumping said epoxy composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy composition to harden in said stratum.
2. The method of claim 1 wherein said epoxide containing liquid is selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol.
3. The method of claim 1 wherein said hardening agent is selected from the group of aliphatic amines and anhydrides.
4. The method of claim 1 wherein said hardening agent is selected from the group of triethylenetetramine, ethylene diamine, N-cocoalkyltrimethylene and isophorone diamine and is present in said composition in an amount in the range of from about 15% to about 31% by weight of said epoxide containing liquid in said composition.
5. The method of claim 1 wherein said hardening agent is isophorone present in said composition in an amount of about 25% by weight of said epoxide containing liquid in said composition.
6. The method of claim 1 wherein said epoxy composition further comprises a filler selected from the group consisting of crystalline silicas, amorphous silicas, clays, calcium carbonate and barite.
7. A method of modifying the properties of a subterranean stratum penetrated by a well bore to thereby reduce its permeability and increase its resistance to shear failure comprising the steps of:
(a) preparing a hardenable epoxy resin composition having a viscosity at 25°C in the range of from about 90 to about 120 centipoises and having flexibility upon hardening comprising an epoxy resin selected from the condensation products of epichlorohydrin and bisphenol A, an epoxide containing liquid and a hardening agent;
(b) pumping said epoxy resin composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy resin composition to harden in said stratum.
(a) preparing a hardenable epoxy resin composition having a viscosity at 25°C in the range of from about 90 to about 120 centipoises and having flexibility upon hardening comprising an epoxy resin selected from the condensation products of epichlorohydrin and bisphenol A, an epoxide containing liquid and a hardening agent;
(b) pumping said epoxy resin composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy resin composition to harden in said stratum.
8. The method of claim 7 wherein said epoxy resin has a molecular weight of 340 and a one gram equivalent of epoxide per about 180 to about 195 grams of resin.
9. The method of claim 7 which further comprises dispersing said hardenable epoxy resin composition in an aqueous carrier liquid.
10. The method of claim 7 wherein said epoxide containing liquid is selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol and is present in said composition in an amount in the range of from about 15% to about 40% by weight of said epoxy resin in said composition.
11. The method of claim 7 wherein said epoxide containing liquid has a molecular weight in the range of from about 200 to about 260 and a one gram equivalent of epoxide per about 120 to about 165 grams of said liquid.
12. The method of claim 7 wherein said hardening agent is selected from the group of ethylene diamine, N-cocoalkyl-trimethylene and isophorone diamine.
13. The method of claim 7 wherein said hardening agent is present in said composition in an amount in the range of from about 5% to about 25% by weight of said composition.
14. The method of claim 7 wherein said epoxide containing liquid is selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol and is present in said composition in an amount of about 25% by weight of said epoxy resin in said composition.
15. The method of claim 7 wherein said hardening agent is isophorone diamine and is present in said composition in an amount of about 20% by weight of said composition.
16. The method of claim 7 wherein said epoxy resin composition further comprises a filler selected from the group consisting of crystalline silicas, amorphous silicas, clays, calcium carbonate and barite.
17. The method of claim 7 wherein said filler is present in said composition in an amount in the range of from about 15%
to about 30% by weight of said composition.
to about 30% by weight of said composition.
18. A method of modifying the properties of a subterranean stratum penetrated by a well bore to thereby reduce its permeability and increase its resistance to shear failure comprising the steps of:
(a) preparing a hardenable epoxy resin composition having a viscosity at 25°C in the range of from about 90 to about 120 centipoises and having flexibility upon hardening comprising an epoxy resin selected from the condensation products of epichlorohydrin and bisphenol A, an epoxide containing liquid selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol present in said composition in an amount in the range of from about 15% to about 40% by weight of said epoxy resin in said composition and a hardening agent selected from the group of ethylenediamine, N-cocoalkyltrimethylene and isophorone diamine present in said composition in an amount in the range of from about 5% to about 25% by weight of said composition;
(b) pumping said epoxy resin composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy resin composition to harden in said stratum.
(a) preparing a hardenable epoxy resin composition having a viscosity at 25°C in the range of from about 90 to about 120 centipoises and having flexibility upon hardening comprising an epoxy resin selected from the condensation products of epichlorohydrin and bisphenol A, an epoxide containing liquid selected from the group of diglycidyl ethers of 1,4-butanediol, neopentyl glycol and cyclohexane dimethanol present in said composition in an amount in the range of from about 15% to about 40% by weight of said epoxy resin in said composition and a hardening agent selected from the group of ethylenediamine, N-cocoalkyltrimethylene and isophorone diamine present in said composition in an amount in the range of from about 5% to about 25% by weight of said composition;
(b) pumping said epoxy resin composition into said subterranean stratum by way of said well bore and by way of the porosity of said stratum; and (c) allowing said epoxy resin composition to harden in said stratum.
19. The method of claim 18 which further comprises dispersing said hardenable epoxy resin composition in an aqueous carrier liquid.
20. The method of claim 19 wherein said epoxy resin composition further comprises a filler selected from the group consisting of crystalline silicas, amorphous silicas, clays, calcium carbonate and barite.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US08/914,594 | 1997-08-18 | ||
| US08/914,594 US5873413A (en) | 1997-08-18 | 1997-08-18 | Methods of modifying subterranean strata properties |
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|---|---|
| CA2245211A1 true CA2245211A1 (en) | 1999-02-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002245211A Abandoned CA2245211A1 (en) | 1997-08-18 | 1998-08-14 | Methods of modifying subterranean strata properties |
Country Status (4)
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|---|---|
| US (7) | US5873413A (en) |
| EP (1) | EP0899417A1 (en) |
| CA (1) | CA2245211A1 (en) |
| NO (1) | NO983757L (en) |
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1997
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- 1997-11-26 US US08/979,047 patent/US5957204A/en not_active Expired - Lifetime
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- 1998-08-17 NO NO983757A patent/NO983757L/en not_active Application Discontinuation
- 1998-08-18 EP EP98306616A patent/EP0899417A1/en not_active Withdrawn
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| NO983757D0 (en) | 1998-08-17 |
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