Method for assessing risk level of hard rock burst disaster in great-depth cavern

A risk level, hard rock technology, applied in the field of geological exploration, can solve problems such as the inability to reasonably reflect the impact, and achieve the effect of improving construction efficiency, strong versatility, and simple form

Active Publication Date: 2018-11-23
CHANGJIANG RIVER SCI RES INST CHANGJIANG WATER RESOURCES COMMISSION
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Problems solved by technology

However, most of the existing evaluation indicators use empirical methods, and the value of each indicator is a fixed value or a definite limit value. For deep cavern projects with complex and variab

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  • Method for assessing risk level of hard rock burst disaster in great-depth cavern
  • Method for assessing risk level of hard rock burst disaster in great-depth cavern
  • Method for assessing risk level of hard rock burst disaster in great-depth cavern

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Embodiment Construction

[0027] The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments, but these embodiments should not be construed as limiting the present invention.

[0028] like figure 1 As shown, the implementation steps of a method for evaluating the risk level of rockburst disasters in hard rock in large buried deep caverns of the present invention are as follows:

[0029] Step 1: Select a typical section in the exploration adit at the construction site for in-situ in-situ stress testing. In this example, the in-situ stress testing instrument is a three-dimensional strain gauge with a hollow inclusion type borehole, and the maximum stress tensor on the main plane of the section is obtained. Lateral pressure coefficient λ and in-situ maximum principal stress value σ 0max , when λ≤1, the stress environment of the underground cavern is the gravity stress field, and when λ>1, the stress environment of the underground cavern is...

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Abstract

The invention discloses a method for assessing the risk level of a hard rock burst disaster in a great-depth cavern. The method comprises the following steps: carrying out an in-situ ground stress test; drilling a cylindrical rock sample at a ground stress test position; emitting an ultrasonic flaw detection signal to the cylindrical rock sample by using a multi-channel ultrasonic flaw detector, and calculating the crack initiation strength sigma<ci><j> (j=1, 2, 3) and damage strength sigma<cd><j> (j=1, 2, 3) of hard rock in three states; calculating equivalent crack initiation strength sigma<ci><*> and equivalent damage strength sigma<cd><*> according to the range principle; comparing rock strength to stress ratios under a gravity stress field and a tectonic stress field with the equivalent crack initiation strength sigma<ci><*> and the equivalent damage strength sigma<cd><*>, and assessing the level of the hard rock burst disaster in the great-depth cavern. The method is implementedcomprehensively by a field ground stress test, an indoor uniaxial compression test, and an ultrasonic and acoustic emission coupling system. By adopting the method, the equivalent crack initiation strength and equivalent damage strength of the hard rock and the stress-strength ratio of rock after excavation of the cavern can be obtained effectively, and the problem concerned with stability evaluation of the great-depth cavern as well as optimization of level assessment and control measures of the hard rock burst disaster is solved.

Description

technical field [0001] The invention relates to the technical field of geological exploration, in particular to a method for assessing the risk level of rockburst catastrophe in hard rock in large deep caverns, which is suitable for risk identification and prevention and control of rockburst disasters in large deep caverns mainly composed of hard and brittle rocks optimization of measures. Background technique [0002] Rockburst is the sudden release of the elastic strain energy stored in the rock mass due to the unloading of the hard and brittle surrounding rock during the excavation of underground engineering under high ground stress conditions, resulting in bursting, loosening, peeling, ejection and even throwing, etc. A dynamical instability geological disaster of destruction phenomenon. From the time of occurrence, rockbursts are divided into immediate rockbursts and time-delayed rockbursts. According to the conditions and mechanisms of occurrence, rockbursts can be d...

Claims

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Application Information

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IPC IPC(8): G01N3/08G01N3/06
CPCG01N3/06G01N3/08G01N2203/0019G01N2203/0067G01N2203/0075G01N2203/0252G01N2203/0658
Inventor 黄书岭丁秀丽裴启涛胡英国刘登学秦洋张练付敬
Owner CHANGJIANG RIVER SCI RES INST CHANGJIANG WATER RESOURCES COMMISSION
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