Sep 2026· Journal of Geophysical Research - Solid Earth· Vol 131· 0 citations· 47 references
Abstract
Corner frequency (fc) and seismic moment (M0) are key parameters derived from seismic signals that are used to characterize earthquake stress drop, rupture area, and slip. These parameters are also affected by fault geometry and boundary conditions. However, the systematic study of these effects in laboratory settings has been challenging. This study presents laboratory earthquake experiments that examine how rupture dynamics are influenced by (a) the aspect ratio of rectangular PMMA velocity‐weakening (VW) asperities surrounded by the Teflon velocity‐strengthening (VS) patches, and (b) whether the sides of a VW asperity are confined with VS patches or are free surfaces. We found that increasing confinement by reducing free surfaces or increasing the VW asperity aspect ratio stabilizes fault slip, so that higher normal stress is required to transition from aseismic to seismic slip. Increased confinement and high aspect ratios also reduced M0 and increased fc, both of which were determined from the radiated seismic waves. M0 and fc were primarily controlled by the shorter dimension of the VW asperity. Analysis of high‐frequency acoustic emission signals revealed that ruptures on high‐aspect‐ratio VW asperities propagated more unidirectionally, whereas ruptures on square VW asperities were more complex. Further, the high‐aspect‐ratio asperities were more likely to be eroded by surrounding VS regions while low‐aspect‐ratio asperities were more likely to rupture into the VS surroundings. These results demonstrate that both the confinement from surrounding stable areas and the geometry of the seismogenic patch can affect rupture nucleation, propagation, and seismic source characteristics.
At seismogenic depths, faults and the surrounding rock are saturated with water. Fault slip induces volumetric strains in the bulk, causing compression or dilation of pore fluid, which alters pore pressure—a phenomenon known as the poroelastic effect. This pore pressure change can, in turn, influence fault slip behav...
Lin-Xuan Li, N. Lapusta· Journal of Geophysical Resea...· 0 citations
Why splay faults in continental transform fault systems rupture preferentially during strike-slip earthquakes remains an open question. Deciphering the underlying mechanism could enhance the understanding of earthquake physics and seismic hazards. Here, we investigate the 2023 Mw 7.8 Kahramanmaraş earthquake using a...
Zheng Li, Ru-Meng Guo, Xiong Xiong et al.· Seismological Research Lette...· 0 citations
This paper investigates the seismic response and stress-strain state of a two-span reinforced concrete highway bridge subjected to real earthquake records using advanced numerical modeling. A three-dimensional model of a 48 m long bridge was developed considering structural characteristics, support conditions, and soil...
D. Bekmirzaev, M. Berdibaev, Р. Аъзамов· E3S Web of Conferences· 0 citations
The force-equilibrium-based Finite Displacement Method (FFDM) and the conventional Newmark’s method are reviewed and applied to three revisited sites of geosynthetic reinforced soil retaining walls (GRSW) subjected to strong ground shaking. The strengths and limitations of both methods are examined through their pred...
Ching-Chuan Huang, Hung-Yi Hsieh, Ianatul Hamdiyah et al.· E3S Web of Conferences· 0 citations
Soil liquefaction typically occurs during and following earthquakes, although it may also be triggered by non-seismic dynamic loading. While liquefaction is systematically investigated using laboratory element tests, critical field-scale aspects, such as soil fabric and complex boundary conditions, remain challenging t...
Paul Pinedo, L. Monforte, Marcos Arroyo et al.· Geotechnics· 0 citations