Cement Composition And Its Relation With Compressive Strength

US2021172280A1 · US · A1

Patent metadata
FieldValue
Publication numberUS-2021172280-A1
Application numberUS-201916632462-A
CountryUS
Kind codeA1
Filing dateApr 5, 2019
Priority dateApr 5, 2019
Publication dateJun 10, 2021
Grant date

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  1. Title

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  2. Abstract

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  5. First independent claim

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

A method for designing a cement composition may include: providing a target compressive strength and a target composition density; selecting at least one cementitious material from a plurality of cementitious materials; calculating a required amount of water to produce a cement composition with the target composition density, the cement composition comprising the water and the at least one cementitious material; calculating a compressive strength of the cement composition based at least in part on a model of compressive strength; comparing the calculated compressive strength to the target compressive strength; and preparing the cement composition with the calculated compressive strength.

First claim

Opening claim text (preview).

What is claimed is: 1 . A method for designing a cement composition comprising: providing a target compressive strength and a target composition density; selecting at least one cementitious material from a plurality of cementitious materials; calculating a required amount of water to produce a cement composition with the target composition density, the cement composition comprising the water and the at least one cementitious material; calculating a compressive strength of the cement composition based at least in part on a model of compressive strength; comparing the calculated compressive strength to the target compressive strength; and preparing the cement composition with the calculated compressive strength. 2 . The method of claim 1 further comprising: adjusting a concentration of the at least one cementitious material in the cement composition after the step of comparing; and recalculating the compressive strength of the cement composition. 3 . The method of claim 2 wherein the step of adjusting comprises at least one of: i. increasing a concentration of at least one cementitious material with a relatively higher reactivity index as compared to other cementitious materials if the calculated compressive strength is lower than the target compressive strength, ii. increasing a concentration of at least one cementitious material with a relatively lower specific gravity as compared to other cementitious materials if the calculated compressive strength is lower than the target compressive strength, iii. increasing a concentration of at least one cementitious material with a relatively lower reactivity index as compared to other cementitious materials if the calculated compressive strength is greater than the target compressive strength, or iv. increasing a concentration of at least one cementitious material with a relatively higher specific gravity as compared to other cementitious materials if the calculated compressive strength is greater than the target compressive strength. 4 . The method of claim 1 wherein the model of compressive strength comprises at least one correlation between compressive strength and concentration of cementitious material. 5 . The method of claim 1 wherein the model of compressive strength has the form of: ln  ( CS ) = ln  ( A ) - 1.5 * ln  ( B ) * 1 - ρ S ρ D ρ S ρ W - 1 where CS is compressive strength, A and B are constants dependent on concentrations of cementitious materials in the cement composition calculated by a regression model, ρ s is density of the cement composition, ρ d is density of a dry blend comprising the cementitious materials, and ρ w is a density of water. 6 . The method of claim 1 wherein the model of compressive strength has the form of: CS = CS 0  ( w c eff ) n where  :   c eff = c cement + Σ   α i  c i and where c cement is the mass fraction of Portland cement in a dry blend comprising the cementitious materials, a, is a reactivity index of component i in a dry blend comprising the cementitious materials, c, is the mass fraction of cementitious component i in the dry blend, w/c eff is water-to-cement ratio, CS is compressive strength, CS 0 is a compressive strength of a Portland cement composition where a water to cement ratio is 1, and n is a constant. 7 . The method of claim 6 wherein the reactivity index is calculated based at least in part on a correlation comprising constants, wherein the correlation has the general form of: reactivity index=Π f ( p i ) where p i is a measurable physicochemical property of the cementitious component. 8 . The method of claim 1 wherein the model of compressive strength has the form of: CS=ΣCS i where CS i is a compressive strength contribution of component i in a dry blend comprising the cementitious materials. 9 . A system comprising: a predictive model database comprising at least one model of compressive strength for a plurality of cementitious materials; and a computer system configured to: accept an input of compressive strength and composition density; query the predictive model database and select a model; generate a cement composition, based at least in part on the selected model, compressive strength, and composition density; and display the cement composition to a user. 10 . The system of claim 9 wherein the at least one model of compressive strength correlates concentration of cementitious material to compressive strength. 11 . The system of claim 9 wherein the at least one model of compressive strength has the form of: ln  ( CS

Assignees

Inventors

Classifications

  • C09K8/42Primary

    Compositions for cementing, e.g. for cementing casings into boreholes; Compositions for plugging, e.g. for killing wells (compositions for plastering C09K8/50) · CPC title

  • for the mechanical strength · CPC title

  • for the density · CPC title

  • Controlling the process of mixing, e.g. adding ingredients in a quantity depending on a measured or desired value (B28C7/00 takes precedence) · CPC title

  • Portland cement · CPC title

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What does patent US2021172280A1 cover?
A method for designing a cement composition may include: providing a target compressive strength and a target composition density; selecting at least one cementitious material from a plurality of cementitious materials; calculating a required amount of water to produce a cement composition with the target composition density, the cement composition comprising the water and the at least one ceme…
Who is the assignee on this patent?
Halliburton Energy Services Inc
What technology area does this patent fall under?
Primary CPC classification C09K8/42. Mapped technology areas include Chemistry & Metallurgy.
When was this patent published?
Publication date Thu Jun 10 2021 00:00:00 GMT+0000 (Coordinated Universal Time) (A1). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 3 related publications on this page (citations in our corpus or others sharing the same primary CPC).