Journal of Petroleum Science & Engineering2022,Vol.21213.DOI:10.1016/j.petrol.2022.110255

Simulation and experimental research on ultrasonic vibration high temperature rock

Zhao, Dajun Wu, Jinfa Li, Zhengyang
Journal of Petroleum Science & Engineering2022,Vol.21213.DOI:10.1016/j.petrol.2022.110255

Simulation and experimental research on ultrasonic vibration high temperature rock

Zhao, Dajun 1Wu, Jinfa 1Li, Zhengyang1
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作者信息

  • 1. Jilin Univ
  • 折叠

Abstract

Ultrasonic vibration technology as a new type of auxiliary lithotripsy technology, a lot of research on this technology. However, at present, the effect of rock temperature on ultrasonic vibration of rock breaking has not been studied. Therefore, with the help of numerical simulation software, nuclear magnetic resonance detection and penetrant testing methods, it is necessary to complete the numerical simulation and laboratory testing of granite at different temperatures under ultrasonic vibration with granite as the research object. The main results are as follows:1. Under ultrasonic vibration, the number of rock cracks will increase with increasing temperature. And the fracture azimuth intensity in the rock model is 90 degrees concentrated. 2. As the temperature increases, the accumulated thermal damage will promote the large number of expansion and connection of certain internal cracks, resulting in the macroscopic destruction of the rock sample and the increase in crack volume. 3. With the increase of temperature, the increase of porosity of rock samples under ultrasonic vibration has a staged characteristic. And 150 degrees C is the threshold. The significance of this research is to provide theoretical and technical support for the application of ultrasonic vibration technology in the future hard rock geological exploration and deep resource mining.

Key words

High temperature granite/Ultrasonic vibration/Rock breaking/Temperature

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出版年

2022
Journal of Petroleum Science & Engineering

Journal of Petroleum Science & Engineering

ISSN:0920-4105
被引量2
参考文献量10
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