journal article·2026-06-29Open access

Effects of Fracture Roughness on Frictional Behavior and Rupture Dynamics of Hard Rocks

Qingsen Meng, Yanjun Shang, Shengwen Qi, Xuetao Yi, He Meng, Izhar Ahmed

Applied Sciences· Volume 16· Issue 13

Abstract

Surface roughness is ubiquitous in hard rock discontinuities at different scales and plays a critical role in governing frictional behavior and rupture dynamics. In this study, triaxial shear tests were conducted on sawcut smooth fractures and tension-induced rough fractures to investigate frictional behavior, roughness evolution, and rupture dynamics with increasing shear cycles. The results demonstrate that rough fractures exhibit higher shear strength and more intense stick-slip behavior than smooth fractures, but show strength weakening and reduced stress drops with shear cycle. In contrast, smooth fractures display relatively stable strength and stress drops. These differences in frictional behavior are governed by roughness evolution. Although roughness decreases in both fracture types after shearing, rough fractures experience degradation nearly an order of magnitude greater than that of smooth fractures. The initial stick-slip event on rough fractures generates the largest stress drop and apparent breakdown work. In addition, analyses of stress drop and energy dissipation reveal that friction drops for different types of fracture are concentrated within the range of 0.01 to 0.3. These findings highlight the critical role of roughness evolution in fault stability and provide valuable insights for seismic hazard assessment in deep underground engineering.
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Research context

OpenAlex topics: Rock Mechanics and Modeling · earthquake and tectonic studies · Geotechnical Engineering and Underground Structures

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

State Key Laboratory of Lithospheric and Environmental Coevolution, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing 100029, China

College of Earth and Planetary Sciences, University of Chinese Academy of Sciences, Beijing 100049, China

Xinjiang Key Laboratory of Geohazard Prevention, Xinjiang Institute of Engineering, Urumqi 830023, China

State Key Laboratory of Intelligent Geotechnics and Tunnelling, Shenzhen University, Shenzhen 518060, China

College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China

Funding

National Natural Science Foundation of China · Science and Technology Partnership Program of the Shanghai Cooperation Organization and International Science and Technology Cooperation Program, the Xinjiang Department of Science and Technology · Third Xinjiang Scientific Expedition Program

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