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

Active Publication Date: 2014-07-02
WUHAN SURVEYING GEOTECHN RES INST OF MCC
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Problems solved by technology

[0004] Another method is to measure the deformation convergence of the surrounding rock of the roadway after the roadway is excavated, and measure the absolute displacement value of the deformation control points of the top and side walls of the roadway. The stress value of the surrounding rock, but this method requires continuous monitoring until the deformation is stable, which takes a long time, and the monitoring work is cumbersome and difficult. The most important thing is that the roadway rock mass cannot be supported in time , it may cause the rock mass of the roadway to collapse, collapse or roof fall, thereby affecting the construction progress of the project and causing safety hazards to construction personnel and mechanical equipment

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  • Method for indirectly obtaining stress and deformation state of underground roadway surrounding rock
  • Method for indirectly obtaining stress and deformation state of underground roadway surrounding rock

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specific Embodiment approach

[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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Abstract

The invention discloses a method for indirectly obtaining stress and deformation state of underground roadway surrounding rock. The method is characterized by comprising the following steps: testing horizontal stress of roadway surrounding rock on the site, calculating and analyzing the internal force and deformation thereof on the roadway surrounding rock by combining numerical simulation calculation software, providing necessary parameters for the design of a supporting structure, and obtaining a damage mode and deformation characteristics of the roadway surrounding rock. The method has the advantages that instruments and equipment for testing the stress of the roadway surrounding rock are relatively simple, the horizontal stress of the roadway surrounding rock can be accurately measured through the measurement method, the true stress and deformation state of the roadway surrounding rock can be obtained by combining the numerical simulation calculation software, and the method is particularly suitable for design and calculation of the supporting structure in the process of allowing the roadway to pass through a high ground stress area and a fault fracture zone.

Description

Technical field [0001] The present invention involves the field of alleyway surrounding rock stress testing and numerical analysis. Specifically, it is a method that indirectly obtains underground lanes surrounding rocks and deformation state. Background technique [0002] When the underground lanes are excavated through the stress area, rock crushing bands, or the crushing belt of the fault, the lane surrounding rock support structure must be carried out to ensure the overall stability of the alleyway surrounding rocks.There are two ways to obtain structural design parameters: [0003] First, according to the thickness of the thickness of the rock layer on the top of the lane road and the basic physical mechanical properties of the rock soil, the calculation of the horizontal stress of the surrounding rock body is roughly performed, and then the calculation of the stress and deformation of the alleyway surrounding rocks according to the relevant software.The design parameters of...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/24G01L1/02G01B13/24
Inventor 李国祥杜坤乾赵建海展国伟李志朋李庆功张红旗王静
Owner WUHAN SURVEYING GEOTECHN RES INST OF MCC
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