ARTICLE
Study on the shear creep characteristics of anchored jointed rock masses under creep fatigue loading
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1
Department of Architecture and Transportation, Liaoning Technical University, Fuxin, Liaoning Province, China
 
2
School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin, China
 
 
Submission date: 2022-05-01
 
 
Final revision date: 2022-07-24
 
 
Acceptance date: 2022-07-26
 
 
Online publication date: 2022-08-28
 
 
Publication date: 2022-11-25
 
 
Corresponding author
Yong-Qi Li   

School of Civil Engineering and Transportation, Hebei University of Technology, China
 
 
Journal of Theoretical and Applied Mechanics 2022;60(4):625-635
 
KEYWORDS
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ABSTRACT
To study creep characteristics of deep rock masses under low-frequency earthquakes and other loads, sandstone and marble samples were used to characterize soft rock and hard rock, respectively. Shear creep tests of anchored rock masses under fatigue loading were carried out by using the graded loading method. A new nonlinear rheological model was constructed to characterize mechanical properties of anchored rock masses under fatigue loading. Creep fatigue curves of soft rock and hard rock have clear creep characteristics including instantaneous, attenuation, steady-state and accelerated creep stages. This work provides new insights into the stability of rock masses.
 
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