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A visual test system for simulating crack propagation in rock mass under the condition of multi-hole blasting

A technology of crack propagation and test system, applied in the field of geotechnical engineering test, can solve problems such as the inability to realize visual detection, and achieve the effect of reliable technical support

Active Publication Date: 2021-01-29
INST OF GEOLOGY & GEOPHYSICS CHINESE ACAD OF SCI
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] In order to solve the above-mentioned problems in the prior art, that is, in order to solve the problem that the simulation test cannot realize the visual detection of the crack expansion process of rock mass porous blasting under high and low temperature conditions, the present invention provides a rock mass crack under the condition of simulated porous blasting The extended visual test system includes a high-energy accelerator CT detection system, a test chamber system, a temperature control system, a blast control system and a rotating bearing system. The high-energy accelerator CT detection system is used to scan and detect the crack propagation process in the test piece caused by blasting;

Method used

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  • A visual test system for simulating crack propagation in rock mass under the condition of multi-hole blasting
  • A visual test system for simulating crack propagation in rock mass under the condition of multi-hole blasting
  • A visual test system for simulating crack propagation in rock mass under the condition of multi-hole blasting

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Embodiment Construction

[0044] Preferred embodiments of the present invention are described below with reference to the accompanying drawings. Those skilled in the art should understand that these embodiments are only used to explain the technical principle of the present invention, and are not intended to limit the protection scope of the present invention.

[0045] The invention provides a visual test system for simulating the expansion of cracks in rock mass under the condition of multi-hole blasting, including a high-energy accelerator CT detection system, a test cabin system, a temperature control system, a blasting control system and a rotating bearing system, wherein the high-energy accelerator CT detection system The system is used to scan and detect the deformation of the rock mass in the test piece caused by blasting, and obtain the three-dimensional expansion process of cracks in the test piece under different blasting parameters, so as to obtain reliable test data and provide valuable data ...

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Abstract

The invention belongs to the field of geotechnical engineering tests, and specifically relates to a visual test system for simulating the expansion of rock mass cracks under the condition of porous position blasting, aiming at solving the problem that the simulation test cannot realize the visual detection of the crack expansion process of rock mass porous position blasting under high and low temperature conditions problems; the system includes a test chamber system, a temperature control system, a blast control system and a rotating bearing system. Bath liquid; the blasting control system includes a blasting master control device and a detonator detonating wire. The blasting master control device controls the multi-hole blasting at the set position of the test piece through the detonator detonating wire; the rotating bearing system is used to carry the test chamber system and drive it to rotate. The invention realizes the visual simulation detection of the crack expansion process after blasting.

Description

technical field [0001] The invention belongs to the field of geotechnical engineering tests, and in particular relates to a visual test system for simulating the expansion of rock mass cracks under the condition of multi-hole blasting. Background technique [0002] Model test technology is an important means to study large-scale tunnel engineering problems in rock and soil. It can qualitatively or quantitatively study the stress and deformation characteristics of surrounding rock and tunnel structures in tunnel engineering. The test results can better reflect the real engineering situation and have Wide applicability can provide reasonable parameters for the establishment of numerical calculation models and provide reliable comparison and reference for numerical simulation results; on-site blasting construction cannot visually observe the impact range of blasting on rock mass, and cannot quantify the blasting effect. At the same time, the construction environment is complex,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): F42D1/00G01N25/54
CPCF42D1/00G01N25/54
Inventor 郑博李晓李守定赫建明张召彬毛天桥李关访何鹏飞武艳芳
Owner INST OF GEOLOGY & GEOPHYSICS CHINESE ACAD OF SCI
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