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:
Jan. 21, 2025

Filed:

Aug. 09, 2022
Applicant:

China University of Petroleum (East China), Qingdao, CN;

Inventors:

Zizhen Wang, Qingdao, CN;

Xianbo Lei, Qingdao, CN;

Weidong Zhou, Qingdao, CN;

Chengwen Wang, Qingdao, CN;

Ruihe Wang, Qingdao, CN;

Xian Shi, Qingdao, CN;

Luopeng Li, Qingdao, CN;

Hongjian Ni, Qingdao, CN;

Rui Zhang, Qingdao, CN;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
E21B 49/02 (2006.01); G01N 3/42 (2006.01);
U.S. Cl.
CPC ...
E21B 49/02 (2013.01); G01N 3/42 (2013.01); G01N 2203/0019 (2013.01); G01N 2203/0286 (2013.01);
Abstract

A method for evaluating rock drillability by a nano-indentation test on a rock cutting includes: conducting a nano-indentation test on a rock cutting sample, acquiring a displacement-load curve of an indenter, and calculating a micro-hardness under the nano-indentation test; calculating mineral composition of the rock cutting sample based on a statistical distribution characteristic of the micro-hardness, and transforming the micro-hardness under the nano-indentation test on the rock cutting sample into a macro-hardness; and calculating a rock drillability grade characterized by the micro-hardness under the nano-indentation test on the rock cutting sample based on a correlation between the macro-hardness of the rock cutting sample and the rock drillability grade. In the context of few downhole rock samples and high cost, the method overcomes the limitation of sample size and shape on conventional testing and solves the difficult problem of mechanical parameter testing of deep rocks.


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