Dynamic effect and stress wave analysis by transient unloading of a rock sample under high stress condition

In this paper, the strain rate equation of a rock sample end block unit was obtained during the transient unloading process. The strain rate reached a 101 s-1 magnitude, indicating that the rock sample had an obvious dynamic effect according to the strain rate standard of rock loading dynamics. More...

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Bibliographic Details
Main Authors: Hongyun Yang, Shugang Cao, Guisong Zhou, Yong Li, Ruikai Pan, Yuan Zhao, Yanbao Liu
Format: Article
Language:English
Published: Elsevier 2019-08-01
Series:Kuwait Journal of Science
Subjects:
Online Access:https://journalskuwait.org/kjs/index.php/KJS/article/view/4936
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