Method for detecting and analyzing evolution process of structure of surrounding rock in area of deep tunnel of coal mine
An analysis method and technology of surrounding rock, applied in the direction of using sonic/ultrasonic/infrasonic waves to analyze solids, etc., can solve problems such as difficult to grasp the change process, difficult to reflect the regional characteristics of the surrounding rock structure, and difficult to cover the entire area of the surrounding rock with test drilling, etc. To achieve the effect of improving accuracy and reliability, and improving efficiency
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Embodiment 1
[0032] The present invention will be described in further detail below in conjunction with the accompanying drawings.
[0033] according to figure 1 , figure 2 , image 3 , Figure 4 , Figure 5 It can be seen that a detection and analysis method suitable for the surrounding rock structure in the deep coal mine roadway area, the steps are:
[0034] A. According to the project requirements, select the area to be tested around the excavated roadway 1-1. The depth of the area is 3~7 times the hole diameter. This area can be the first area surrounding rock 2-1 and the second Area surrounding rock 2-2 and the third area surrounding rock 2-3 located on the floor of the roadway. For the advanced detection of the surrounding rock structure of the adjacent unexcavated roadway, such as the unexcavated roadway 1-2, the surrounding rock 2-2 in the second area can be selected as the test area around the excavated roadway 1-1.
[0035] Test boreholes are respectively arranged at the ...
Embodiment 2
[0041] This example detects the surrounding rock structure in the deep roadway area of a coal mine with a buried depth of -850m. The test area and drilling arrangement are as follows: Figure 6 As shown in the test, the diameter of the excavated roadway 1-1 is 4.50×3.45m. The specific methods and steps are as follows:
[0042] A. Select the second area 2-2 of the excavated roadway 1-1 as the area to be tested. The size of the area is 2×1×25m (width×height×depth), and the lower edge of the area is located 0.5m above the floor. Since the selected detection area is small, five boreholes are arranged at the boundary and center of the area, namely the first borehole 3-1, the second borehole 3-2, the third borehole 3-3, and the fourth borehole 3-4. The fifth drilling hole 3-5 has a diameter of 130mm, a downward slope of 2°, and a depth of 25m. In the first borehole 3-1, the second borehole 3-2, the third borehole 3-3, the fourth borehole 3-4, and the fifth borehole 3-5, install...
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