2018
DOI: 10.5194/nhess-18-303-2018
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Comparing thixotropic and Herschel–Bulkley parameterizations for continuum models of avalanches and subaqueous debris flows

Abstract: Abstract. Avalanches and subaqueous debris flows are two cases of a wide range of natural hazards that have been previously modeled with non-Newtonian fluid mechanics approximating the interplay of forces associated with gravity flows of granular and solid-liquid mixtures. The complex behaviors of such flows at unsteady flow initiation (i.e., destruction of structural jamming) and flow stalling (restructuralization) imply that the representative viscositystress relationships should include hysteresis: there is… Show more

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Cited by 12 publications
(4 citation statements)
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“…The Herschel-Bulkley model it's the easiest model to describe the flow curves of non-linear plastic-viscous fluids [60][61][62]:…”
Section: The Results Of Rheological Researchmentioning
confidence: 99%
“…The Herschel-Bulkley model it's the easiest model to describe the flow curves of non-linear plastic-viscous fluids [60][61][62]:…”
Section: The Results Of Rheological Researchmentioning
confidence: 99%
“…The Herschel-Bulkley model is the simplest model for describing the flow curves of nonlinear viscoelastic fluids (Gavrilov et al, 2017;Chauhan et al, 2018;Jeon and Hodges, 2018):…”
Section: Materials and Research Methodologymentioning
confidence: 99%
“…It is worth noting thixotropic behavior, as it is evident from the flow curves (Figures 2, 3), which exhibit a stress level independent on the shear rate (for shear rate less than 10 0 -10 1 s À1 depending on sediment concentration) having different values between increasing and decreasing shear stress ramp. The behavior of these granular-fluid mixtures at flow initiation and flow stalling put in evidence that the timescale of microstructure destruction is not the same as that of restructuralization, and it reflects on the yield stress [30]. Notwithstanding the existence of a yield stress, which marks the transition between solid and fluid state, it is still a controversial issue [31], it may be defined a static yield stress τ c1 , that is, the critical stress allowing steady state flow (run-up test), and the dynamic yield stress τ c2 corresponding to the complete stoppage of the flowing material.…”
Section: Flow Curvesmentioning
confidence: 99%
“…A thixotropic flow model may represent both initial structure jamming and aging effects, whereas the non-Newtonian time-independent yield stress model implies the complete reversibility of stress-strain relationship. In many cases, the Herschel-Bulkley model results very similar to the time-dependent thixotropic model [30], and it has widely implemented in viscous-flow simulations [39,40], even though it still remains challenging the treatment of the non-smoothness constitutive equation [41].…”
Section: Rheological Modelmentioning
confidence: 99%