Method for determining geomechanical parameters of a rock sample

Patent metadata

Field	Value
Publication number	US-9606036-B2
Application number	US-201314391978-A
Country	US
Kind code	B2
Filing date	Mar 29, 2013
Priority date	Apr 12, 2012
Publication date	Mar 28, 2017
Grant date	Mar 28, 2017

Abstract

The present invention relates to a method for determining geomechanical parameters of a rock sample, including a searching step, during which the horizontal and vertical forces provided to a blade advancing at a constant speed and at a constant cutting depth along the sample are measured, in order to destroy a constant volume per unit of length at the surface of the rock sample; a micro-indentation step, during which mechanical features of the rock are determined by micro-indentation; a step of determining the geological parameters of the sample, during which at least one parameter chosen from the uniaxial compressive strength, the angle of friction, internal cohesion, Brinell hardness and Young's modulus of the rock is estimated by means of measurements taken during the scratching and micro-indentation steps.

First claim

The invention claimed is:

1. A method for determining mechanical parameters of a rock sample, comprising:
scratching a groove in the rock sample by causing a blade to advance at a constant speed and constant cutting depth along the rock sample in order to destroy a constant volume per unit of length at the surface of the rock sample;
measuring horizontal and vertical forces provided to the blade while scratching the groove;
performing a micro-indentation test on the rock sample within the groove created by scratching the rock sample;
determining mechanical properties of the rock sample while performing the micro-indentation test, and
determining geomechanical parameters of the rock sample, comprising determining at least one parameter chosen from among uniaxial compressive strength, angle of friction, internal cohesion, Brinell hardness, and Young's modulus of the rock sample using measurements taken while scratching the groove and while performing the micro-indentation test.

2. The method according to claim 1 , wherein determining mechanical parameters of the rock sample comprises determining the uniaxial compressive strength, angle of friction, internal cohesion, Brinell hardness, and Young's modulus of the rock sample using measurements taken while scratching the groove and while performing the micro-indentation test.

3. The method according to claim 2 , wherein the rock sample is in the form of a core, the method comprising repeating the measurements taken while scratching the groove and while performing the micro-indentation test along the rock sample length.

4. The method according to claim 2 , comprising photographing the rock sample while carrying out measurements taken while scratching the groove and while performing the micro-indentation test.

5. The method according to claim 1 , further comprising measuring acoustic parameters of the rock sample and wherein determining mechanical parameters of the rock sample comprises determining a Poisson ratio of the rock sample.

6. The method according to claim 5 , wherein the acoustic parameters include propagation velocities of compression and shear waves.

7. The method according to claim 5 , comprising measuring the acoustic parameters of the rock sample within the groove created during the scratching step.

8. The method according to claim 5 , wherein the rock sample is in the form of a core, the method comprising repeating measuring the acoustic parameters of the rock sample along the rock sample length.

9. The method according to claim 5 , comprising photographing the rock sample while measuring the acoustic parameters of the rock sample.

10. The method according to claim 1 , comprising recording microseismic emissions while scratching the groove and while performing the micro-indentation test.

11. A computer-readable medium having a program stored thereon, wherein the program comprises instructions to be executed while run on a computer system for determining mechanical parameters of a rock sample in which
a groove has been scratched by causing a blade to advance at a constant speed and constant cutting depth along the rock sample in order to destroy a constant volume per unit of length at the surface of the rock sample, horizontal and vertical forces provided to the blade while scratching the groove being measured, and in which
a micro-indentation test has been performed within the groove created by scratching the rock sample,

wherein said instructions are adapted to cause the computer system to:
determine mechanical properties of the rock sample,
determine at least one parameter chosen from among uniaxial compressive strength, angle of friction, internal cohesion, Brinell hardness, and Young's modulus of the rock sample.

12. A device for measuring geomechanical parameters of a rock sample, said device comprising:
a test bench intended for receiving a rock sample,
a gantry whose movement along the rock sample is controlled and comprising micro-indentation and scratching instruments, said micro-indentation and scratching instruments comprising sensors to measure data during scratching and micro-indentations tests, the micro-indentation within a groove created by scratching the rock sample,
a computer controlling the movement of the gantry along the rock sample, configured to receive data measured by the micro-indentation and scratching instruments attached to the gantry and comprising calculation means which use the data measured by the micro-indentation and scratching instruments attached to the gantry to determine at least one parameter among: the uniaxial compressive strength, angle of friction, internal cohesion, Brinell hardness, and Young's modulus of the rock sample.

13. The device according to claim 12 , wherein the gantry further comprises an instrument for measuring acoustic parameters of the rock sample, and
said computer is configured so that it also receives data measured by the instrument for measuring acoustic parameters of the rock sample and further comprises calculation means which allow using the data measured by the instrument for measuring acoustic parameters of the rock sample and the data measured by the micro-indentation and scratching instruments attached to the gantry to determine the Poisson's ratio of the rock sample, and
said computer is further configured to record signals from the plurality of sensors for capturing acoustic emissions.

Assignees

• Total Sa

Inventors

• Su Kun
• Poyol Edmond

Classifications

• G01N2291/0232

  Glass, ceramics, concrete or stone · CPC title

• G01N29/07

  by measuring propagation velocity or propagation time of acoustic waves · CPC title

• G01N2291/0422

  Shear waves, transverse waves, horizontally polarised waves · CPC title

• G01N33/24

  Earth materials (G01N33/42 takes precedence) · CPC title

• G01N3/46 Primary

  the indentors performing a scratching movement · CPC title