The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
May. 30, 2017

Filed:

Feb. 21, 2013
Applicant:

Total SA, Courbevoie, FR;

Inventors:

Axel-Pierre Bois, Curis-au-Mont-d'Or, FR;

Andre Garnier, Montardon, FR;

Jean-Benoit Laudet, Pau, FR;

Manh-Huyen Vu, Noisel, FR;

Siavash Ghabezloo, Paris, FR;

Jean Sulem, Paris, FR;

Assignee:

Total SA, Courbevoie, FR;

Attorney:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
G01N 29/024 (2006.01); G01N 29/07 (2006.01); G01N 33/38 (2006.01);
U.S. Cl.
CPC ...
G01N 29/024 (2013.01); G01N 29/07 (2013.01); G01N 33/383 (2013.01); G01N 2291/011 (2013.01); G01N 2291/022 (2013.01); G01N 2291/0232 (2013.01); G01N 2291/0251 (2013.01); G01N 2291/02441 (2013.01); G01N 2291/02827 (2013.01);
Abstract

The present invention relates to a method for determining mechanical parameters of a cementitious system, on the basis of time, and on the basis of the fineness of the cementitious system, pressure and/or temperature, representative of the in situ conditions found in wellbores. The initial composition of the cementitious system, the fineness Φ thereof and the speed of the compression waves on the basis of time V(t) are the only input data of the method. Said method comprises: ▪ a step A of estimating the degree of hydration of the cementitious system on the basis of time α(t) from Vp(t), at a pressure Pand a temperature T; ▪ a step B wherein α(t) is determined on the basis of desired values of fineness Φn of the cementitious system, pressure Pn and/or temperature Tn; ▪ a step C wherein the composition of the cementitious system is determined on the basis of time C(t) and on the basis of desired values of fineness Φn of the cementitious system, pressure Pn and/or temperature Tn from α(t) determined in step B; ▪ and a step D of determining at least one mechanical parameter of the cementitious system on the basis of time and on the basis of desired values of fineness Φn of the cementitious system, pressure Pn and/or temperature Tn, from C(t) determined in step C. According to the method of the invention, these parameters can be determined while the cementitious system is still very young. In particular, the parameters of static deformability and hydro-mechanical coupling parameters are determined by the method according to the invention.


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