Technical Papers
Feb 2, 2022

Experimental and Numerical Investigations of Cerchar Scratching Rock Interaction

Publication: International Journal of Geomechanics
Volume 22, Issue 4

Abstract

This paper presents Cerchar scratch tests performed on sandstone samples with a constant thrust force of 70 N. The scratch test is reproduced using discrete element method (DEM) models. Simulated scratching force–(depth-) displacement curves evolve in the same way as those of experimental results. Numerical scratching force is also comparable with laboratory results. All these accordance indicate that the presented model can represent the experiments. Microscopic observation of the scratch indicates pullout of grains and the associated tensile failure dominates the scratching process. Particle detachments and microcrack development in numerical simulations also verified this tensile-dominated failure mode. Compared with reported rock cutting studies with fixed cutting depth mode, the cutting force shows a much smaller variation in this fixed thrust force mode. This finding indicates that the applied thrust force plays a significant role in the cutting process, rock failure, and the tool–rock interaction. Factors that may result in a much larger scratch depth in simulations are carefully discussed. A parametric study was conducted to investigate the effect of scratching velocity, amplitudes of indentation velocity, particle sizes, and applied thrust load on the scratch behavior.

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Acknowledgment

Special thanks to Professor Shouding Li from the Institute of Geology and Geophysics at the Chinese Academy of Sciences, as well as Dr. Thomas Frühwirt, Mr. Gerd Münzberger, and Mrs. Beatrice Tauch from the Geotechnical Institute of TU Bergakademie Freiberg for help. Q. Bai also appreciates the Alexander von Humboldt Foundation for supporting his research in Germany.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 22Issue 4April 2022

History

Received: May 18, 2021
Accepted: Nov 18, 2021
Published online: Feb 2, 2022
Published in print: Apr 1, 2022
Discussion open until: Jul 2, 2022

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Authors

Affiliations

Guangzhe Zhang, Ph.D.
Institute of Foundation Engineering, China Academy of Building Research, Beijing 100013, P.R. China; Geotechnical Institute, TU Bergakademie Freiberg, 09599 Freiberg, Germany.
Geotechnical Institute, TU Bergakademie Freiberg, 09599 Freiberg, Germany (corresponding author). Email: [email protected]. ORCID: https://orcid.org/0000-0002-9782-940X
Geotechnical Institute, TU Bergakademie Freiberg, 09599 Freiberg, Germany. ORCID: https://orcid.org/0000-0003-4828-8122
Jian Zhao, Ph.D.
Ph.D. Candidate, Geotechnical Institute, TU Bergakademie Freiberg, 09599 Freiberg, Germany.

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