A (micro)physical understanding of the transition from frictional sliding to plastic or viscous flow has long been a challenge for earthquake cycle modeling. We have conducted ring-shear deformation experiments on layers of simulated calcite fault gouge under conditions close to the frictional-to-viscous transition previously established in this material. Constant velocity () and -stepping tests were performed, at 550°C, employing slip rates covering almost 6 orders of magnitude (0.001-300 μm/s). Steady-state sliding transitioned from (strong) -strengthening, flow-like behavior to -weakening, frictional behavior, at an apparent "critical" velocity ( ) of ~0.1 μm/s. Velocity-stepping tests using < showed "semi-brittle" flow behavior, characterized by high stress sensitivity ("-value") and a transient response resembling classical frictional deformation. For ≥ , gouge deformation is localized in a boundary shear band, while for < , the gouge is well-compacted, displaying a progressively homogeneous structure as the slip rate decreases. Using mechanical data and post-mortem microstructural observations as a basis, we deduced the controlling shear deformation mechanisms and quantitatively reproduced the steady-state shear strength-velocity profile using an existing micromechanical model. The same model also reproduces the observed transient responses to -steps within both the flow-like and frictional deformation regimes. We suggest that the flow-to-friction transition strongly relies on fault (micro)structure and constitutes a net opening of transient microporosity with increasing shear strain rate at < , under normal stress-dependent or "semi-brittle" flow conditions. Our findings shed new insights into the microphysics of earthquake rupture nucleation and dynamic propagation in the brittle-to-ductile transition zone.
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http://dx.doi.org/10.1029/2020JB019970 | DOI Listing |
Molecules
December 2024
School of Civil Engineering, Putian University, Putian 351100, China.
Herein, the study explores a composite modification approach to enhance the use of recycled concrete aggregate (RCA) in sustainable construction by combining accelerated carbonation (AC) and nano-silica immersion (NS). RCA, a major source of construction waste, faces challenges in achieving comparable properties to virgin aggregates. Nano-silica, a potent pozzolan, is added to fill micro-cracks and voids in RCA, improving its bonding and strength.
View Article and Find Full Text PDFJ Environ Manage
January 2025
Air Liquide, Brussels, Belgium. Electronic address:
The operation of a reverse osmosis (RO) system is often severely hindered by the deposition of inorganic scales such as calcium carbonate on the membrane surface. Mitigation of this scaling phenomenon requires suitable pH control strategies, with the use of strong mineral acids (e.g.
View Article and Find Full Text PDFJ Struct Biol
December 2024
Instituto Andaluz de Ciencias de la Tierra (IACT-CSIC), Armilla 18100, Granada, Spain. Electronic address:
The nacre formation process is a fascinating phenomenon involving mineral phase transformations, self-assembly processes, and protein-mineral interactions, resulting in a hierarchical structure that exhibits outstanding mechanical properties. However, this process is only partially known, and many aspects of nacre structure are not well understood, especially at the molecular scale. To understand the interplay between components-aragonite, protein and chitin-of the structure of nacre observed experimentally, we investigate the interactions of a peptide that is part of the protein lustrin A, identified in the nacreous layer of the shell of the abalone Haliotis rufescens, with the (001) crystal surface of aragonite and the chitin molecule.
View Article and Find Full Text PDFPLoS One
December 2024
Key Laboratory of Intelligent Construction and Maintenance of CAAC, Xi'an, Shaanxi, China.
This study aimed to investigate the influence of different coarse aggregate mineral compositions on the skid resistance performance of asphalt pavement. The imprint method was utilized to assess the contact probability between various graded asphalt surface aggregates and tires. Additionally, macroscopic adhesive friction coefficients between polished surfaces of three types of rock slabs (basalt, limestone, granite) and rubber were determined using a pendulum friction tester.
View Article and Find Full Text PDFRSC Adv
December 2024
College of Materials and Chemical Engineering, Anhui Jianzhu University Hefei 230601 China
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