Experimental method and device for stress wave propagation in rock-like material under gradient static stress

A technology of static stress and stress wave, applied in the field of stress wave propagation, can solve the problems of low precision, small static stress gradient and dynamic load, and cannot meet the accuracy requirements of stress wave propagation characteristics of rock-like materials, so as to improve the test accuracy , the effect of accurate theoretical guidance

Active Publication Date: 2019-01-04
JIANGXI UNIV OF SCI & TECH
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Problems solved by technology

Although there is also a device that applies gradient static stress and dynamic load to the specimen through the combination of suspension counterweight and vibration exciter, this device has two disadvantages: one is that the static stress gradient and dynamic load that the device can achieve are equal. Second, the accuracy of the device is low, and it cannot meet the accuracy requirements for studying the stress wave propagation characteristics of rock-like materials under gradient static stress.

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  • Experimental method and device for stress wave propagation in rock-like material under gradient static stress
  • Experimental method and device for stress wave propagation in rock-like material under gradient static stress
  • Experimental method and device for stress wave propagation in rock-like material under gradient static stress

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Embodiment

[0052] This example will detail the experimental procedure of stress wave propagation in rock-like materials under gradient static stress.

[0053] (1) Specimen preparation and strain gauge bonding. The rock-like material specimen 13 is processed into a cylinder made of red sandstone, its cross-section is square, and its geometric dimensions are cylinder length×cross-section width×cross-section height=1500mm×100mm×100mm. It is planned to paste five sets of BX120-2AA foil resistance strain gauges symmetrically on the two parallel sides of the test piece 13. The distance between two adjacent strain gauges 12 on the same side is 200mm, and the distance between the rightmost set of strain gauges 12 and the test piece The right end face of 13 is 150 mm, and the leftmost set of strain gauges 12 is 550 mm away from the left end face of test piece 13. First use a pencil to symmetrically mark the pasting positions of the strain gauges 12 on the two parallel sides of the test piece 13,...

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Abstract

The invention relates to a testing technique for stress wave propagation law, in particular to an experimental method and device for stress wave propagation in a rock-like material under gradient static stress. The invention proposes a combined loading method for realizing axial dynamic stress and gradient static stress of large-sized rock-like material specimens, and designs an axial gradient static stress loading device for rock-like materials, wherein the device is capable of realizing static stress gradients of different sizes, and furthermore, the test of stress wave propagation in the rock-like materials under gradient static stress is realized through the combination with the dynamic loading device and a data acquisition and analysis system. The experimental method and device provided by the invention are simple and easy in operation, and compared with the prior art, the experimental method and device are greatly improved in static stress gradient size, dynamic loading size, test accuracy and other aspects, and can provide more effective guidance for relevant theoretical researches and engineering practice.

Description

technical field [0001] The invention relates to a loading technology for large-scale rock-like material specimens under the combined conditions of gradient static stress and dynamic load, in particular to an experimental method and device for stress wave propagation in rock-like materials under gradient static stress. Background technique [0002] In recent years, in view of the frequent occurrence of earthquake disasters and the actual situation of demolition of buildings (structures) by blasting and excavation of various underground geotechnical engineering, in order to achieve the purpose of disaster prevention and mitigation and safe and efficient construction, stress waves are applied in various types of rock and soil The propagation characteristics in solid or concrete media have always been one of the hotspots of research. [0003] When the blasting stress wave propagates in the underground rock mass, the surrounding rocks at different distances from the seismic sourc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N3/10
CPCG01N3/10G01N2203/0019G01N2203/0048
Inventor 金解放袁伟张睿吴越王熙博余雄钟依禄
Owner JIANGXI UNIV OF SCI & TECH
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