commit ca402cb2111b7401bd63397eec556e67296e0e78
parent 16514c840b1606ed632d1c9fb780f2740dffb5b6
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Mon, 25 Nov 2019 13:00:57 +0100
Improve caption
Diffstat:
1 file changed, 4 insertions(+), 3 deletions(-)
diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex
@@ -304,11 +304,12 @@ A rate-controlled setup is the opposite end member, where changes in bed frictio
\includegraphics[width=0.49\textwidth]{experiments/fig-mohr_coulomb.pdf}
\includegraphics[width=0.49\textwidth]{experiments/fig-strain_distribution.pdf}
\caption{\label{fig:validation}%
- Comparison between shear experiments on subglacial till and the non-local granular fluidigy (NGF) model applied in this study.
+ Comparison between shear experiments on subglacial till and the non-local granular fluidity (NGF) model applied in this study.
a) Experimental setup for the NGF model in one-dimensional shear.
The upper boundary is constant friction $\mu$ (stress controlled), or constant velocity $v_x$ (velocity controlled).
- b) Rate dependence of critical-state till friction in laboratory experiments \citep[after][]{Iverson2010}, and influence of rate-dependence factor $b$ in Eq.~\ref{eq:g_local} on friction in the NGF continuum model with $\mu_\text{s} = 0.5$ and $\sigma_\text{n}' = 100$ kPa.
- c) Mohr-Coulomb analysis of till samples in laboratory experiments and the NGF model.
+ b) Rate dependence of critical-state friction in laboratory experiments on till \citep[after][]{Iverson2010}, and the NGF model with material friction $\mu_\text{s} = 0.5$ and effective normal stress $\sigma_\text{n}' = 100$ kPa.
+ The dimensionles parameter $b$ controls frictional rate dependence (Eq.~\ref{eq:g_local}).
+ c) Mohr-Coulomb analysis of till samples and NGF model.
d) Modeled strain distribution under varying effective normal stress ($\sigma_\text{n}'$) with the discrete-element method \citep[DEM,][]{Damsgaard2013} and the NGF model.
}
\end{center}