Weak blast-induced strain-type rock-burst site simulation test method

A simulation test, strain-type technology, applied in instruments, measuring devices, scientific instruments, etc., can solve the problems of difficulty in reproducing rockbursts, difficult simulation in indoor tests, etc. good effect

Active Publication Date: 2017-10-10
WUHAN UNIV
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Problems solved by technology

However, it is difficult to reproduce the whole process of rockburst under the test conditions. It is usually difficult to simulate the actual engineering excavation conditions in laboratory tests, and the form and size of rock samples are also quite different from the actual rock mass. lack of

Method used

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  • Weak blast-induced strain-type rock-burst site simulation test method
  • Weak blast-induced strain-type rock-burst site simulation test method
  • Weak blast-induced strain-type rock-burst site simulation test method

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Embodiment Construction

[0039] The main hole of a deep tunnel is 63.43Km long, 8.4m in diameter, and the maximum buried depth is 1412m. The field test is carried out based on the construction of the tunnel project.

[0040] 1. Excavation of test branch holes and monitoring branch holes

[0041] In the maximum buried depth section (1000-1300m) of this deep tunnel, select a part with relatively uniform lithology, and excavate the test branch tunnel and the monitoring branch tunnel respectively. The relative positions of the test branch tunnel and the monitoring branch tunnel are as follows: figure 1 shown. The axes of the test branch hole and the monitoring branch hole are perpendicular to the axis of the main hole. The length of the test branch tunnel is 35m. The tunnel type from the entrance is the city gate tunnel type, the city gate tunnel type, and the circle, and the lengths are 15m, 10m, and 10m in sequence. The hole diameters are 5m, 3m, and 3m respectively. The monitoring branch tunnel is 3...

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Abstract

The invention discloses a weak blast-induced strain-type rock-burst site simulation test method. The method comprises the steps of digging a test branch cave and a monitoring branch cave in the maximum burial depth section of a deep-buried tunnel, determining a stress concentration region in surrounding rock of the monitoring branch cave by virtue of numerical simulation, drilling blast holes in the stress concentration region of the surrounding rock, filling the blast holes with explosives at the bottoms, simultaneously setting vibration and dynamic strain test holes, generating a weak blast to induce strain energy accumulated by rock masses of the stress concentration region to release to form a simulated rock blast, and carrying out dynamic strain and vibration testing on a dynamic effect of the rock burst during the test. According to the method, by analyzing actually measured vibration and dynamic strain data of the rock masses, the internal relation among the energy release speed, the magnitude of induced vibration and the rock burst intensity during the rock bursting is revealed, to facilitate the prediction, prevention and control of the rock bursting; and the method can be widely applied to the fields of hydraulic and hydropower engineering, traffic, mines, national strategic defense and deep basic physical experiments and has important significances in the prediction, prevention and control of the rock bursting and the guarantee of construction safety of underground cavities.

Description

technical field [0001] A weak blasting-induced strain-type rockburst field simulation test method can be widely used in field simulation of deep-buried underground engineering strain-type rockburst in the fields of water conservancy and hydropower engineering, transportation, mines, national strategic protection, and deep basic physics experiments. Background technique [0002] my country is the world's largest energy consumer, and 80% of primary energy is provided by coal. In order to ensure national energy and environmental security, during the 13th Five-Year Plan period, my country will add 60 million kw of conventional hydropower installed capacity, and a number of large-scale hydropower projects using deep-buried diversion tunnels and underground powerhouses will be built in western my country. Large burial depth and high ground stress are the biggest characteristics of deep burial projects in Southwest my country. For example, the maximum buried depth of the four di...

Claims

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Application Information

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IPC IPC(8): G01N3/313
CPCG01N3/313G01N2203/0658
Inventor 严鹏董凯卢文波陈明王高辉
Owner WUHAN UNIV
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