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Federico Ciardo

Publications and source records attributed to Federico Ciardo.

3 recordsLinked to original sources

A divide-and-conquer strategy for fast elastodynamic simulation of earthquakes and aseismic slip on fault networks

Simulating long-term, fully dynamic sequences of earthquakes and aseismic slip (SEAS) on geometrically complex fault networks remains computationally demanding due to the cost of resolving elastodynamic interactions. Although high-performance computing improves feasibility, simulations remain expensive, particularly for multicycle evolution, motivating the widespread use of quasi-dynamic approximations based on radiation damping. Here we present an efficient numerical framework for fully elastodynamic SEAS simulations on complex fault networks. The method adopts a divide-and-conquer strategy in which elastodynamic self-effects and fault-to-fault interactions are treated separately using boundary integral formulations tailored to each interaction type. Self-interactions along planar faults are computed using a non-replicating spectral boundary integral formulation that eliminates periodic-image artifacts, while interactions between arbitrarily oriented faults are evaluated through a fully dynamic space-time boundary integral representation accelerated by hierarchical matrices (H-matrices). A key advance is a selective H-matrix compression strategy based on fault-wise assembly of independent binary trees, enabling low-rank approximation of long-range interactions while preserving near-field accuracy and excluding self-effects from the hierarchical structure. Additional efficiency arises from physics-informed truncation of elastodynamic histories using mode-dependent time windows and causality-based kernel truncation. Benchmark multi-fault simulations validate accuracy against reference uncompressed solutions. The method reduces interaction complexity from O(N^3) to O(N^2 log N), yielding up to three orders of magnitude speedup and an order-of-magnitude memory reduction for typical problem sizes (~3e10 degrees of freedom), enabling fully dynamic SEAS simulations on workstation hardware.

physics.geo-ph

Non-linear stability analysis of slip in a single-degree-of-freedom elastic system with frictional evolution laws spanning aging to slip

We present a non-linear stability analysis of quasi-static slip in a spring-block model. The sliding interface is governed by rate- and state-dependent friction, with an intermediate state evolution law that spans between aging and slip laws using a dimensionless parameter ε. Our results extend and generalize previous findings of Gu et al. (1984) and Ranjith and Rice (1999) that considered slip and aging laws, respectively. We examine the robustness of these prior results to changes in the evolution law, including the finding of unconditional stability of the aging law for spring stiffnesses above a critical value. Our analysis provides analytical trajectories of slip motion in a phase plane as function of dimensionless governing parameters. We investigate two scenarios: a spring-block model with stationary and non-stationary point loading rate. When the loading point is stationary, we find that deviations from the aging law lead to only conditional stability of the slider for spring stiffnesses above a critical value: finite perturbations can trigger instability, consistent with prior results for the slip law. We quantify these critical perturbations as a function of the governing parameters. We find that, for a given supercritical stiffness, the size of the perturbation required to induce instability grows as the state evolution law approaches the aging law. In contrast, when the point loading rate is stationary, our results suggest that there exists a maximum critical stiffness above which an instability can never develop, for any perturbation size. This critical stiffness is ε-dependent and vanishes as the slip law is approached: conditional stability is then expected in the slip law limit. Finally, we derive relations for an effective spring stiffness as a function of the elastic moduli and a characteristic fault dimension or a characteristic perturbation wavelength.

physics.geo-ph

Injection-induced aseismic slip in tight fractured rocks

We investigate the problem of fluid injection at constant pressure in a 2D Discrete Fracture Network (DFN) with randomly oriented and uniformly distributed frictionally-stable fractures. We show that this problem shares similarities with the simpler scenario of injection in a single planar shear fracture, investigated by Bhattacharya and Viesca (2019); Viesca (2021) and whose results are here extended to include closed form solutions for aseismic moment as function of injected volume Vinj. Notably, we demonstrate that the hydro-mechanical response of the fractured rock mass is at first order governed by a single dimensionless parameter T associated with favourably oriented fractures: low values of T (critically stressed conditions) lead to fast migration of aseismic slip from injection point due to elastic stress transfer on critically stressed fractures. In this case, therefore, there is no effect of the DFN percolation number on the spatio-temporal evolution of aseismic slip. On the other hand, in marginally pressurized conditions (T > 1), the slipping patch lags behind the pressurized region and hence the percolation number affects to a first order the response of the medium. Furthermore, we show that the aseismic moment scales Vinj^2 in both limiting conditions, similarly to the case of a single planar fracture subjected to the same injection condition. The factor of proportionality, however, depends on the DFN characteristics in marginally pressurized conditions, while it appears to be only mildly dependent on the DFN properties in critically stressed conditions.

physics.geo-ph