commit e86edbe9400247adccac1e8f9a91cd76c0b3578b
parent cb53ff22a80fca2f3b4f8c964a3b1000000ecf74
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Wed, 18 Dec 2019 21:00:18 +0100
Update wording
Diffstat:
1 file changed, 1 insertion(+), 1 deletion(-)
diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex
@@ -245,7 +245,7 @@ Granular failure generally occurs where effective normal stress is at its minimu
Over the entire simulation period, the system shows stick-slip behavior under stress-controlled conditions where velocities range from 0 to $\sim$9 km/d with strong hysteresis (Fig.~\ref{fig:hysteresis}a).
The response during the first cycle ($t<1$ d) is slightly different from later cycles ($t>1$ d) as the model is initialized with a hydrostatic water-pressure distribution.
-Under rate-controlled conditions, the shear stress varies linearly as predicted for Mohr-Coulomb materials but with slight hysteresis at high effective normal stresses (Fig.~\ref{fig:hysteresis}d).
+Under rate-controlled conditions, the shear stress varies linearly as predicted for Mohr-Coulomb materials but with hysteresis at high effective normal stresses (Fig.~\ref{fig:hysteresis}d).
Both driving modes produce deep deformation during periods where water-pressure at the ice-bed interface is at its lowest magnitude.
Under stress-controlled conditions, the deep deformation produces an insignificant amount till flux (Fig.~\ref{fig:hysteresis}c), as the shear stress at this time as the shear stress is insufficient for slip (Fig.~\ref{fig:hysteresis}a).
Instead, the majority of sediment transport occurs as shallow deformation during rapid slip events and high water pressures (Fig.~\ref{fig:hysteresis}b,c).
