Tunnel gushing risk grade fuzzy prediction method based on comprehensive advanced geological prediction technology

A technology for advanced geological forecast and risk level, which is used in forecasting, instrumentation, data processing applications, etc.

Inactive Publication Date: 2020-01-17
CHINA RAILWAY TUNNEL GROUP CO LTD +1
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Problems solved by technology

[0004] The purpose of the present invention is to provide a fuzzy prediction method of tunnel surge risk level based on comprehensive advanced geological forecast technology,

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  • Tunnel gushing risk grade fuzzy prediction method based on comprehensive advanced geological prediction technology
  • Tunnel gushing risk grade fuzzy prediction method based on comprehensive advanced geological prediction technology
  • Tunnel gushing risk grade fuzzy prediction method based on comprehensive advanced geological prediction technology

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Embodiment Construction

[0026] The present invention will be described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0027] The embodiment of the present invention discloses a method for fuzzy prediction of tunnel surge risk level based on comprehensive advanced geological prediction technology, such as figure 1 and 2 As shown, the fuzzy prediction method is as follows:

[0028] Step 1. Establish the evaluation index system of tunnel burst risk level, establish the tunnel burst risk level standard and the quantitative judgment standard of each evaluation index: when establishing the tunnel burst risk level evaluation index system, the geological survey method conclusion of the tunnel face for input.

[0029] Set the tunnel surge risk level A, and select the hardness level A of the surrounding rock that is independent of each other 1 , rock integrity degree A 2 and face water seepage state A 3 Influencing factors are used as the evaluation index of the ...

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Abstract

The invention discloses a tunnel gushing risk grade fuzzy prediction method based on a comprehensive advanced geological prediction technology, and the method comprises the steps: 1, building a tunnelgushing risk grade evaluation index system, and building a tunnel gushing risk grade standard and a quantitative judgment standard of each evaluation index; 2, establishing a tunnel gushing risk fuzzy evaluation model; 3, taking a detection result of a comprehensive advanced geological prediction technology of a certain section in front of the tunnel face as an input value; repeating the step 1,substituting each value into the tunnel gushing risk fuzzy evaluation model in the step 2 to obtain a tunnel gushing risk grade prediction model, and taking the gushing risk grade of a certain sectionin front of the tunnel face obtained by the model as a gushing risk grade of a certain range in front of the tunnel face. By adopting the method provided by the invention, the gushing risk grade prediction problem in front of the tunnel face is solved according to the gushing risk grade evaluation result of the tunnel face and the comprehensive advanced geological prediction technology.

Description

【Technical field】 [0001] The invention belongs to the technical field of tunnel engineering evaluation, and in particular relates to a fuzzy prediction method for tunnel surge risk levels based on comprehensive advanced geological prediction technology. 【Background technique】 [0002] Due to the complex geological conditions, active geological structures, and diverse rock and soil types in mountainous areas, the impact of geological disasters on tunnel construction is prominent, especially outburst disasters, which seriously affect the safety of life and property of construction workers and the normal progress of tunnel construction. Therefore, evaluating the risk level of the tunnel face surge and predicting the risk level of the tunnel face surge has become a key technology in tunnel construction. [0003] In recent years, with the rapid development of advanced geological prediction technology, TSP, geological radar method, transient electromagnetic method, advanced drilli...

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Application Information

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IPC IPC(8): G06Q10/04G06Q10/06G06Q50/08
CPCG06Q10/04G06Q10/06393G06Q50/08
Inventor 彭桂彬王华代昱昊王庆建肖正田洪义曹贵才李永志刘润华
Owner CHINA RAILWAY TUNNEL GROUP CO LTD
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