| CPC G01N 3/08 (2013.01) [G01N 3/066 (2013.01); G01N 33/24 (2013.01); G01N 2203/0067 (2013.01)] | 5 Claims |
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1. A method for estimating a contribution rate of elastic energy of a top plate during instability catastrophe of a deep gas-containing coal body, comprising the following steps:
Step 1, acquiring a gas pressure p, a thickness hC and a top plate thickness hR of a gas-containing coal seam, respectively;
Step 2, coring the gas-containing coal seam and the top plate, respectively, processing the gas-containing coal seam and the top plate into a cylindrical or rectangular standard specimen, and obtaining an elastic modulus ER of the top plate and an elastic modulus EC of the coal seam under the influence of the gas pressure p through mechanical tests;
Step 3, preparing and pre-processing a standard specimen of a coal-rock combination;
Step 4, carrying out mechanical tests on the prepared standard specimen of the coal-rock combination under the gas pressure p, and acquiring the elastic modulus EZ of the standard specimen of the combination, a first stress-strain curve of the rock and a second stress-strain curve of the standard specimen of the combination, respectively, where hR and hC, ER and EC, EZ, and ER satisfy the relationship (I):
 in Formula (I), m>0 and n>0, λ is a correction coefficient, and 0<λ≤1;
Step 5, drawing the first stress-strain curve and the second stress-strain curve in the same coordinate system to analyze and estimate the contribution rate β of the elastic energy of the top plate, the specific estimation method is as follows:
sub-step 5.1, calculating the elastic energy released by the coal-rock combination;
in the second stress-strain curve of the standard specimen of the combination, taking the corresponding point of a peak value of the combination as a start point released by the elastic energy of the combination, taking the corresponding point of a residual intensity of the combination as an end point released by the elastic energy of the combination, drawing a straight line I parallel to the elastic modulus of the combination through the start point, drawing a straight line II perpendicular to a horizontal axis through the start point, and drawing a straight line III parallel to the horizontal axis and intersecting with the first stress-strain curve through the end point, wherein the area surrounded by the straight lines I, II and III is the elastic energy released by the combination;
sub-step 5.2, calculating the elastic energy released by the top plate;
drawing a straight line parallel to the horizontal axis through a corresponding point of the peak value of the combination to be intersected with the first stress-strain curve of the rock, in which an intersection point is the start point released by the elastic energy of the top plate; drawing a straight line parallel to the horizontal axis through a corresponding point of the residual intensity of the combination to be intersected with the first stress-strain curve of the rock, in which an intersection point is the end point released by the elastic energy of the top plate; drawing a straight line IV parallel to the elastic energy of the top plate through the start point released by the elastic energy of the top plate; drawing a straight line V perpendicular to the horizontal axis through the start point released by the elastic energy of the top plate, wherein the area surrounded by the straight lines III, IV and Vis the elastic energy released by the top plate;
sub-step 5.3, estimating the contribution rate of the elastic energy of the top plate;
the ratio of the elastic energy released by the top plate to the elastic energy released by the combination is the contribution rate β of the elastic energy of the top plate;
Step 6, according to the estimation method in Step 5 and in combination with Formula (I), obtaining a quantitative expression of the contribution rate β of the elastic energy of the top plate:
 Formula (II) is the contribution rate of the elastic energy of the top plate during instability catastrophe of the deep gas-containing coal body which is obtained by estimation;
wherein the specific test method of obtaining an elastic modulus EC of the coal seam under the influence of the gas pressure p through mechanical tests in Step 2 comprises: drilling a hole in a center of a bottom surface of the prepared standard coal sample specimen, wherein the drilled hole has a set depth of 3-5 mm and a diameter of 1-2 mm; embedding an inverted T-shaped gas injection kit into the drilled hole at the bottom of the coal sample specimen and sealing the hole, sealing a contact surface between the bottom of the coal sample specimen and the gas injection kit at the same time, thereafter, placing the specimen into a high-pressure sealed cavity, vacuumizing the specimen, filling gas with a pressure of p, adsorbing and balancing the gas, using a rigid testing machine to load at a set loading rate until the coal sample specimen is destroyed, recording a stress and a strain of the coal sample specimen synchronously, and obtaining the elastic modulus of the coal seam by dividing the stress by the strain.
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