Method for evaluating rock drillability by nano-indentation test on rock cutting

Patent metadata

Field	Value
Publication number	US-12203365-B2
Application number	US-202217883616-A
Country	US
Kind code	B2
Filing date	Aug 9, 2022
Priority date	Jan 19, 2022
Publication date	Jan 21, 2025
Grant date	Jan 21, 2025

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.

First claim

What is claimed is:

1. A method for evaluating a rock drillability by a nano-indentation test on a rock cutting, comprising the following steps:
(1) conducting a nano-indentation test comprising of a plurality of indentation points on a rock cutting sample, and calculating a micro-hardness of each of indentation points of the rock cutting sample:
wherein, the micro-hardness of each of the indentation points under the nano-indentation test on the rock cutting sample is calculated as follows:

H
n

=

P
m

A
c

(
1
)

A
c

=

24.56

h
c
2

(
2
)

wherein, H n denotes the micro-hardness of each of the indentation points under the nano-indentation test on the rock cutting sample, Pascal (Pa); P m denotes a maximum indentation load applied in the nano-indentation test, Newton (N); A c denotes a projected area of a contact zone between an indenter and the rock cutting sample, meter square (m 2 ); and he denotes an indentation depth, meter (m);
(2) calculating a proportion of each of mineral components of the rock cutting sample, and establishing a transformation relationship between the micro-hardness of each of indentation points of the rock cutting sample under the nano-indentation test and a macro-hardness, wherein the rock cutting sample is a combination of the mineral components in different proportions, and the micro-hardness of each of indentation points of the rock cutting sample varies at different indentation points based on the different proportions of the mineral components under the nano-indentation test on the rock cutting sample;
the macro-hardness of the rock cutting sample is calculated as follows:

H
=

∑

i
=
1

p

ρ
i

⁢

H
i

(
3
)

wherein, H denotes the macro-hardness of the rock cutting sample, Pa; p denotes a category number of the mineral components constituting the rock cutting sample; ρ i denotes a weight of an i-th mineral component of the mineral components; and H i denotes a micro-hardness of the i-th indentation points under the nano-indentation test on the rock cutting sample, Pa; and
(3) establishing a regression model between the calculated micro-hardness of the rock cutting sample under the nano-indentation test and a rock drillability based on a relationship between the macro-hardness of the rock cutting sample, the micro-hardness under the nano-indentation test, and the rock drillability;
wherein a regression model between the macro-hardness of the rock cutting sample and the rock drillability is as follows:
k d =aH+b   (4)

wherein, k d denotes the rock drillability for a roller cone bit; H denotes the macro-hardness of the rock cutting sample, Mega Pascal (MPa); and a and b denote regression coefficients.

2. The method according to claim 1 , wherein in step (1), the rock cutting sample is specifically prepared as follows:
S 11 : collecting a target rock cutting, and grinding the target rock cutting to a size of a mold to obtain a ground rock cutting with a diameter Φ<25 mm and a height h<20 mm;
S 12 : inserting the ground rock cutting into the mold, injecting epoxy resin to fully contact the ground rock cutting, letting the ground rock cutting stand for at least 24 hours, and obtaining a cemented rock cutting sample after the epoxy resin is completely consolidated;
S 13 : de-molding the cemented rock cutting sample, and polishing a loading surface of the cemented rock cutting sample by a polishing machine to remove the epoxy resin on the loading surface of the cemented rock cutting sample to obtain a polished rock cutting sample;
S 14 : subjecting the polished rock cutting sample in step S 13 to a secondary grinding by a sand disc and a diamond suspension until the diamond suspension is fined from 9 μm and 3 μm to 1 μm in terms of a particle size to obtain a further-ground rock cutting sample, wherein an upper end surface of the further-ground rock cutting sample and a lower end surface of the further-ground rock cutting sample are parallel to each other, and a loading surface of the further-ground rock cutting sample becomes a smooth interface; and
S 15 : surface-cleaning the further-ground rock cutting sample in step S 14 with an organic solvent, drying the further-ground rock cutting sample in an oven to form the rock cutting sample, and sealing the rock cutting sample for storage.

3. The method according to claim 1 , wherein in step (1), the nano-indentation test specifically comprises: loading the rock cutting sample by the indenter at a constant loading rate of 20 N/min until a maximum load of 400 μN, then unloading, deriving a load and loading depth changes, and drawing displacement-load curves for 200 indentation points under the nano-indentation test.

4. The method according to claim 1 , wherein step (2) specifically comprises:
S 21 : drawing a frequency distribution histogram of the micro-hardness under the nano-indentation test based on a calculation result, conducting a peak analysis, and calculating an interval weight, wherein each peak in the frequency distribution histogram represents a mineral component; the micro-hardness is reasonably divided into different intervals according to the peak; and since each of the mineral components has a different micro-hardness range, ranges of the divided intervals are allowed to be different;
S 22 : calculating a weighted mean of each of the divided intervals as the micro-hardness of each of the mineral components; and
S 23 : weighing and calculating the macro-hardness of the r

Assignees

• Univ China Petroleum East China

Inventors

• Wang Zizhen
• Lei xianbo
• Zhou Weidong
• Wang Chengwen
• Wang Ruihe
• Shi Xian
• Li Luopeng
• Ni Hongjian
• Zhang Rui

Classifications

• G01N2203/0286

  Miniature specimen; Testing on microregions of a specimen · CPC title

• G01N2203/0019

  Compressive · CPC title

• G01N3/42 Primary

  by performing impressions under a steady load by indentors, e.g. sphere, pyramid (G01N3/54 takes precedence) · CPC title

• E21B2200/22

  Fuzzy logic, artificial intelligence, neural networks or the like · CPC title

• E21B49/005

  Testing the nature of borehole walls or the formation by using drilling mud or cutting data · CPC title