Method for indirectly obtaining stress and deformation state of underground roadway surrounding rock
A technology for underground tunnels and surrounding rocks, applied in hydraulic/pneumatic metering, measuring devices, instruments, etc., can solve problems that are difficult, affect the construction progress of the project, and cause safety hazards for construction personnel and mechanical equipment, and achieve reasonable design parameters Effect
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[0027] A method for indirectly obtaining the stress and deformation state of the surrounding rock of an underground roadway, including steps S1 and S2, two steps in total;
[0028] The step S1 is to measure the residual stress value of the roadway surrounding rock;
[0029] The step S2 is to analyze the force and deformation of the surrounding rock of the roadway by numerical simulation calculation.
[0030] Described step S1 comprises step 101 to step 106 again, altogether six steps:
[0031] Step 101: Pre-arrange the measuring element strain gauges on the rock surface of the roadway side wall, and use the strain gauge to record the initial readings of the measuring element strain gauges.
[0032] Step 102: Use red and blue pencils to draw the outline of the release groove, cut the groove on the rock surface, and use a cutting machine to cut the groove. The groove wall must be straight, and the depth of the groove should be greater than the size of the selected hydraulic pil...
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