Rock burst prediction method introducing gradient stress

A technology of gradient stress and prediction method, which is applied in the fields of earthwork drilling, mining equipment, mining equipment, etc., to achieve the effect of simple application and improved prediction accuracy

Inactive Publication Date: 2019-10-11
WUHAN INSTITUTE OF TECHNOLOGY
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But when σ θ /R c >0.4, the rockburst prediction

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  • Rock burst prediction method introducing gradient stress
  • Rock burst prediction method introducing gradient stress
  • Rock burst prediction method introducing gradient stress

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[0031] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention, not to limit the present invention.

[0032] The rockburst prediction method introducing gradient stress in the embodiment of the present invention, specific implementation steps:

[0033] Step 1: In order to consider the stress distribution, it is necessary to make a series of simplifications to the surrounding rock stress disturbance area. Theoretical analysis shows that the stress and displacement changes of the surrounding medium caused by the load release are less than 5% outside the three times the diameter of the tunnel. Therefore, it is assumed that three times the hole diameter is equal to the original rock stress.

[0034] S...

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Abstract

The invention discloses a rock burst prediction method introducing gradient stress. The method comprises the following steps that the step 1, a surrounding rock tangential stress distribution curve ismeasured, and the stress intensity value is calculated according to the surrounding rock tangential stress distribution curve; the step 2, when the rock burst intensity judgment is conducted throughthe stress intensity ratio, the surrounding rock gradient stress distribution is combined, and the stress intensity value is divided by the stress intensity ratio, so that the gradient stress intensity ratio is obtained; the step 3, the statistics of engineering examples with the occurrence of the rock burst is conducted, rock burst example data are put into a calculation formula of the gradient stress intensity ratio, the rock burst grade is judged and predicted through the gradient stress intensity ratio, and the regional division is conducted on the result; and the step 4, the calculation result is analyzed and summarized, and a criterion of predicting the rock burst grade through the stress intensity ratio and the gradient stress intensity ratio is obtained. Compared with the prediction accuracy of an existing criterion, the prediction accuracy of the rock burst criterion established by the rock burst prediction method is substantially improved, utilization is easy and convenient,and the criterion can guide the design and construction of deep-buried tunnel engineering.

Description

technical field [0001] The invention relates to the field of tunnels and underground engineering, in particular to a method for predicting rockbursts by introducing gradient stress. Background technique [0002] With the development and utilization of deep underground resources, rockburst has become a major geological disaster problem in the excavation process of deep underground projects. Rockburst prediction in the early stage of the project or in the feasibility study stage can effectively reduce the construction risk and construction cost of the project. At present, scholars from various countries have proposed a large number of rockburst theoretical prediction methods for different underground projects, but most of these methods only analyze a single physical and mechanical factor in rock mass engineering, and rockburst is a complex geological disaster problem, so these methods The prediction method is only applicable to some projects, and the prediction rate is low. ...

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Application Information

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IPC IPC(8): E21F17/18E21F17/00
CPCE21F17/00E21F17/185
Inventor 吝曼卿何佳其刘夕奇夏元友张电吉潘登张兰柯晓苏
Owner WUHAN INSTITUTE OF TECHNOLOGY
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