IP Library › Granted Patent US 12,729,624
Granted Patent B2
US 12,729,624 · App. 19/085,318 · Granted Sep 8, 2026

System and method for measuring stress in a rock mass

Inventor: Siavash Taghipoor (Sudbury, CA)
Assignee: GEOMECHANICAL SERVICES AND INNOVATIONS INC.
E21B49/006E21B43/26G01V99/00
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Quick Facts
Patent No.
US 12,729,624
App. No.
19/085,318
Granted
Sep 8, 2026
Kind
B2
Abstract

Systems and methods for measuring stress in a rock mass using sleeve fracturing are provided. A system for measuring stress in the rock mass includes an expandable sleeve insertable into a borehole formed in the rock mass and operable to apply a radially outward force against a wall of the borehole by expansion of the sleeve. A positive displacement pump is operatively connected to the sleeve and is operable to deliver a liquid to the sleeve at a constant flow rate to cause expansion of the sleeve. A pressure sensor is operable to measure a pressure of the liquid. A pressure recorder is operatively connected to the pressure sensor for recording the pressure of the liquid.

Claims (1883)

1 . A method for determining a stress tensor defining a state of stress in a segment of rock mass, the method comprising:

conducting six sleeve fracturing tests in the segment of rock mass, the six sleeve fracturing tests including three different borehole orientations;

determining tangential stresses (σ θ1 -σ θ6 ) respectively associated with the six sleeve fracturing tests; and

determining the stress tensor using the tangential stresses (σ θ1 -σ θ6 ),

wherein:

the six sleeve fracturing tests each have a trend (T i -T n ) of the borehole orientation, a plunge (P i -P n ) of the borehole orientation, a polar angle (θ 1 -θ 6 ) of a location of a fracture about a borehole;

the stress tensor includes: three normal stresses (σ′ x , σ′ y , σ′ z ) in three orthogonal directions and three shear stresses (τ′ xy , τ′ xz , τ′ yz ) associated with the three orthogonal directions; and

determining the stress tensor includes solving the following equation:

[

σ

θ

⁢

1

σ

θ2

σ

θ3

σ

θ4

σ

θ5

σ

θ6

]

=

[

(

1

-

cos

⁢

2

⁢

θ

1

)

⁢

cos

2

⁢

T

i

+

(

1

+

cos

⁢

2

⁢

θ

1

)

⁢

sin

2

⁢

T

i

⁢

sin

2

⁢

P

i

+

2

⁢

sin

⁢

2

⁢

θ

1

⁢

sin

⁢

2

⁢

T

i

⁢

sin

⁢

P

i

(

1

-

cos

⁢

2

⁢

θ

2

)

⁢

cos

2

⁢

T

j

+

(

1

+

cos

⁢

2

⁢

θ

2

)

⁢

sin

2

⁢

T

j

⁢

sin

2

⁢

P

j

+

2

⁢

sin

⁢

2

⁢

θ

2

⁢

sin

⁢

2

⁢

T

j

⁢

sin

⁢

P

j

(

1

-

cos

⁢

2

⁢

θ

3

)

⁢

cos

2

⁢

T

k

+

(

1

+

cos

⁢

2

⁢

θ

3

)

⁢

sin

2

⁢

T

k

⁢

sin

2

⁢

P

k

+

2

⁢

sin

⁢

2

⁢

θ

3

⁢

sin

⁢

2

⁢

T

k

⁢

sin

⁢

P

k

(

1

-

cos

⁢

2

⁢

θ

4

)

⁢

cos

2

⁢

T

l

+

(

1

+

cos

⁢

2

⁢

θ

4

)

⁢

sin

2

⁢

T

l

⁢

sin

2

⁢

P

l

+

2

⁢

sin

⁢

2

⁢

θ

4

⁢

sin

⁢

2

⁢

T

l

⁢

sin

⁢

P

l

(

1

-

cos

⁢

2

⁢

θ

5

)

⁢

cos

2

⁢

T

m

+

(

1

+

cos

⁢

2

⁢

θ

5

)

⁢

sin

2

⁢

T

m

⁢

sin

2

⁢

P

m

+

2

⁢

sin

⁢

2

⁢

θ

5

⁢

sin

⁢

2

⁢

T

m

⁢

sin

⁢

P

m

(

1

-

cos

⁢

2

⁢

θ

6

)

⁢

cos

2

⁢

T

n

+

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

sin

2

⁢

T

n

⁢

sin

2

⁢

P

n

+

2

⁢

sin

⁢

2

⁢

θ

6

⁢

sin

⁢

2

⁢

T

n

⁢

sin

⁢

P

n

⁢

(

1

-

cos

⁢

2

⁢

θ

1

)

⁢

sin

2

⁢

T

i

+

(

1

+

cos

⁢

2

⁢

θ

1

)

⁢

cos

2

⁢

T

i

⁢

sin

2

⁢

P

i

-

2

⁢

sin

⁢

2

⁢

θ

1

⁢

sin

⁢

2

⁢

T

i

⁢

sin

⁢

P

i

(

1

-

cos

⁢

2

⁢

θ

2

)

⁢

sin

2

⁢

T

j

+

(

1

+

cos

⁢

2

⁢

θ

2

)

⁢

cos

2

⁢

T

j

⁢

sin

2

⁢

P

j

-

2

⁢

sin

⁢

2

⁢

θ

2

⁢

sin

⁢

2

⁢

T

j

⁢

sin

⁢

P

j

(

1

-

cos

⁢

2

⁢

θ

3

)

⁢

sin

2

⁢

T

k

+

(

1

+

cos

⁢

2

⁢

θ

3

)

⁢

cos

2

⁢

T

k

⁢

sin

2

⁢

P

k

-

2

⁢

sin

⁢

2

⁢

θ

3

⁢

sin

⁢

2

⁢

T

k

⁢

sin

⁢

P

k

(

1

-

cos

⁢

2

⁢

θ

4

)

⁢

sin

2

⁢

T

l

+

(

1

+

cos

⁢

2

⁢

θ

4

)

⁢

cos

2

⁢

T

l

⁢

sin

2

⁢

P

l

-

2

⁢

sin

⁢

2

⁢

θ

4

⁢

sin

⁢

2

⁢

T

l

⁢

sin

⁢

P

l

(

1

-

cos

⁢

2

⁢

θ

5

)

⁢

sin

2

⁢

T

m

+

(

1

+

cos

⁢

2

⁢

θ

5

)

⁢

cos

2

⁢

T

m

⁢

sin

2

⁢

P

m

-

2

⁢

sin

⁢

2

⁢

θ

5

⁢

sin

⁢

2

⁢

T

m

⁢

sin

⁢

P

m

(

1

-

cos

⁢

2

⁢

θ

6

)

⁢

sin

2

⁢

T

n

+

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

cos

2

⁢

T

n

⁢

sin

2

⁢

P

n

-

2

⁢

sin

⁢

2

⁢

θ

6

⁢

sin

⁢

2

⁢

T

n

⁢

sin

⁢

P

n

⁢

(

1

+

cos

⁢

2

⁢

θ

1

)

⁢

cos

2

⁢

P

i

-

(

1

+

cos

⁢

2

⁢

θ

1

)

⁢

sin

⁢

2

⁢

T

i

⁢

sin

2

⁢

P

i

-

4

⁢

sin

⁢

2

⁢

θ

1

(

1

+

cos

⁢

2

⁢

θ

2

)

⁢

cos

2

⁢

P

j

-

(

1

+

cos

⁢

2

⁢

θ

2

)

⁢

sin

⁢

2

⁢

T

j

⁢

sin

2

⁢

P

j

-

4

⁢

sin

⁢

2

⁢

θ

2

(

1

+

cos

⁢

2

⁢

θ

3

)

⁢

cos

2

⁢

P

k

-

(

1

+

cos

⁢

2

⁢

θ

3

)

⁢

sin

⁢

2

⁢

T

k

⁢

sin

2

⁢

P

k

-

4

⁢

sin

⁢

2

⁢

θ

3

(

1

+

cos

⁢

2

⁢

θ

4

)

⁢

cos

2

⁢

P

l

-

(

1

+

cos

⁢

2

⁢

θ

4

)

⁢

sin

⁢

2

⁢

T

l

⁢

sin

2

⁢

P

l

-

4

⁢

sin

⁢

2

⁢

θ

4

(

1

+

cos

⁢

2

⁢

θ

5

)

⁢

cos

2

⁢

P

m

-

(

1

+

cos

⁢

2

⁢

θ

5

)

⁢

sin

⁢

2

⁢

T

m

⁢

sin

2

⁢

P

m

-

4

⁢

sin

⁢

2

⁢

θ

5

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

cos

2

⁢

P

n

-

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

sin

⁢

2

⁢

T

n

⁢

sin

2

⁢

P

n

-

4

⁢

sin

⁢

2

⁢

θ

6

⁢

(

cos

2

⁢

T

i

⁢

sin

⁢

P

i

-

sin

2

⁢

T

i

⁢

sin

⁢

P

i

)

+

(

1

-

cos

⁢

2

⁢

θ

1

)

⁢

sin

⁢

2

⁢

T

i

-

(

cos

2

⁢

T

j

⁢

sin

⁢

P

j

-

sin

2

⁢

T

j

⁢

sin

⁢

P

j

)

+

(

1

-

cos

⁢

2

⁢

θ

2

)

⁢

sin

⁢

2

⁢

T

j

-

(

cos

2

⁢

T

k

⁢

sin

⁢

P

k

-

sin

2

⁢

T

k

⁢

sin

⁢

P

k

)

+

(

1

-

cos

⁢

2

⁢

θ

3

)

⁢

sin

⁢

2

⁢

T

k

-

(

cos

2

⁢

T

l

⁢

sin

⁢

P

l

-

sin

2

⁢

T

l

⁢

sin

⁢

P

l

)

+

(

1

-

cos

⁢

2

⁢

θ

4

)

⁢

sin

⁢

2

⁢

T

l

-

(

cos

2

⁢

T

m

⁢

sin

⁢

P

m

-

sin

2

⁢

T

m

⁢

sin

⁢

P

m

)

+

(

1

-

cos

⁢

2

⁢

θ

5

)

⁢

sin

⁢

2

⁢

T

m

-

(

cos

2

⁢

T

n

⁢

sin

⁢

P

n

-

sin

2

⁢

T

n

⁢

sin

⁢

P

n

)

+

(

1

-

cos

⁢

2

⁢

θ

6

)

⁢

sin

⁢

2

⁢

T

n

-

⁢

4

⁢

sin

⁢

2

⁢

θ

1

⁢

cos

⁢

T

i

⁢

cos

⁢

P

i

-

2

⁢

(

sin

⁢

T

i

⁢

cos

⁢

P

i

⁢

sin

⁢

P

i

)

⁢

(

1

+

cos

⁢

2

⁢

θ

1

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

1

)

4

⁢

sin

⁢

2

⁢

θ

2

⁢

cos

⁢

T

j

⁢

cos

⁢

P

j

-

2

⁢

(

sin

⁢

T

j

⁢

cos

⁢

P

j

⁢

sin

⁢

P

j

)

⁢

(

1

+

cos

⁢

2

⁢

θ

2

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

2

)

4

⁢

sin

⁢

2

⁢

θ

3

⁢

cos

⁢

T

k

⁢

cos

⁢

P

k

-

2

⁢

(

sin

⁢

T

k

⁢

cos

⁢

P

k

⁢

sin

⁢

P

k

)

⁢

(

1

+

cos

⁢

2

⁢

θ

3

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

3

)

4

⁢

sin

⁢

2

⁢

θ

4

⁢

cos

⁢

T

l

⁢

cos

⁢

P

l

-

2

⁢

(

sin

⁢

T

l

⁢

cos

⁢

P

l

⁢

sin

⁢

P

l

)

⁢

(

1

+

cos

⁢

2

⁢

θ

4

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

4

)

4

⁢

sin

⁢

2

⁢

θ

5

⁢

cos

⁢

T

m

⁢

cos

⁢

P

m

-

2

⁢

(

sin

⁢

T

m

⁢

cos

⁢

P

m

⁢

sin

⁢

P

m

)

⁢

(

1

+

cos

⁢

2

⁢

θ

5

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

5

)

4

⁢

sin

⁢

2

⁢

θ

6

⁢

cos

⁢

T

n

⁢

cos

⁢

P

n

-

2

⁢

(

sin

⁢

T

n

⁢

cos

⁢

P

n

⁢

sin

⁢

P

n

)

⁢

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

2

⁢

(

1

+

cos

⁢

2

⁢

θ

6

)

⁢

cos

⁢

T

i

⁢

cos

⁢

P

i

⁢

sin

⁢

P

i

-

4

⁢

sin

⁢

2

⁢

θ

1

⁢

sin

⁢

T

i

⁢

cos

⁢

P

i

cos

⁢

T

j

⁢

cos

⁢

P

j

⁢

sin

⁢

P

j

-

4

⁢

sin

⁢

2

⁢

θ

2

⁢

sin

⁢

T

j

⁢

cos

⁢

P

j

cos

⁢

T

k

⁢

cos

⁢

P

k

⁢

sin

⁢

P

k

-

4

⁢

sin

⁢

2

⁢

θ

3

⁢

sin

⁢

T

k

⁢

cos

⁢

P

k

cos

⁢

T

l

⁢

cos

⁢

P

l

⁢

sin

⁢

P

l

-

4

⁢

sin

⁢

2

⁢

θ

4

⁢

sin

⁢

T

l

⁢

cos

⁢

P

l

cos

⁢

T

m

⁢

cos

⁢

P

m

⁢

sin

⁢

P

m

-

4

⁢

sin

⁢

2

⁢

θ

5

⁢

sin

⁢

T

m

⁢

cos

⁢

P

m

cos

⁢

T

n

⁢

cos

⁢

P

n

⁢

sin

⁢

P

n

-

4

⁢

sin

⁢

2

⁢

θ

6

⁢

sin

⁢

T

n

⁢

cos

⁢

P

n

]

[

σ

x

′

σ

y

′

σ

z

′

τ

xy

′

τ

xz

′

τ

yz

′

]

.

Assignments (1)
ASSIGNMENT OF ASSIGNOR'S INTEREST Recorded Mar 20, 2025
From: TAGHIPOOR, SIAVASH
To: GEOMECHANICAL SERVICES AND INNOVATIONS INC.
Reel/Frame 070573/0488 →
Priority Claims (1)
CA CA 3249694 · Jul 24, 2024 · national
Continuity (3)
Provisional Application 63667747 · Jul 4, 2024
Provisional Application 63568764 · Mar 22, 2024
Related Publication 20260009328A1 · Jan 8, 2026
References Cited (26)
US 3482443A · Nichols, Jr. · 1969 [cited by examiner]
US 3796091A · Serata · 1974 [cited by examiner]
US 3961524A · de la Cruz · 1976 [cited by examiner]
US 4641520A · Mao · 1987 [cited by applicant]
US 4733567A · Serata · 1988 [cited by applicant]
US 5353637A · Plumb · 1994 [cited by applicant]
US 5540101A · Capelle · 1996 [cited by examiner]
US 7513167B1 · Serata · 2009 [cited by applicant]
US 8978461B2 · Li · 2015 [cited by examiner]
US 9303508B2 · Ramakrishnan · 2016 [cited by applicant]
US 9376902B2 · Prioul · 2016 [cited by examiner]
US 10451497B2 · Polsky · 2019 [cited by examiner]
US 11106843B2 · Ma · 2021 [cited by examiner]
US 11255184B1 · Xia · 2022 [cited by examiner]
US 11326448B2 · Alruwaili · 2022 [cited by examiner]
US 11767751B2 · Coenen · 2023 [cited by examiner]
US 12000264B2 · Busetti · 2024 [cited by examiner]
US 20210332701A1 · Yu et al. · 2021 [cited by applicant]
CN 114136790A · 2022 [cited by applicant]
WO 2018035400A2 · 2018 [cited by applicant]
Fjaer et al., Chapter 11 Mechanics of hydraulic fracturing, Developments in Petroleum Science, vol. 53, 2008, p. 377. [cited by applicant]
O. Stephansson, Rock stress measurement by sleeve fracturing, Paper No. ISRM-5CONGRESS-1983-216, 5th ISRM Congress, Apr. 1983, Melbourne, Australia. [cited by applicant]
M. King Hubbert, Mechanics of Hydraulic Fracturing, Aime Petroleum Transactions, Society of Petroleum Engineers, vol. 210, 1957, USA. [cited by applicant]
Ben-Guo He et al., An analytical solution for recovering the complete in-situ stress tensor from Flat Jack tests, International Journal of Rock Mechanics & Mining Sciences, Elsevier, 2015, Israel. [cited by applicant]
S. Serata et al., Double fracture method of in situ stress measurement in brittle rock, Rock Mechanics and Rock Engineering 25, 89-108, 1992, Austria. [cited by applicant]
Canadian Intellectual Property Office, Examiner's Requisition dated Oct. 30, 2025 re: Canadian patent application No. 3,249,694. [cited by applicant]