manus_continuum_granular1

commit b15cd349c5c0ad7a28866742ee4816b25a08d3fe
parent 1cd80076c3a70a16f93255e20af030058337a580
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date:   Mon,  8 Jul 2019 17:44:40 +0200

Add new figure with modeled strain distribution for different tills

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BIBnew.bib
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1
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continuum-granular-manuscript1.tex
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experiments/fig7.pdf
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3 files changed, 12 insertions(+), 1 deletion(-)
diff --git a/BIBnew.bib b/BIBnew.bib
@@ -8838,4 +8838,3 @@ Winton and A. T. Wittenberg and F. Zeng and R. Zhang and J. P. Dunne},
     title = {A finite element implementation of the nonlocal granular rheology},
     journal = {Int. J. Num. Meth. Eng.}
 }
-
diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex
@@ -225,6 +225,18 @@ For the first experiment with variable water pressure, we apply a water-pressure
 	\end{center}
 \end{figure}
 
+\begin{figure}[htbp]
+	\begin{center}
+		\includegraphics[width=7.5cm]{experiments/fig7.pdf}
+		\caption{\label{fig:till_simulation}%
+			Steady-state strain distribution with no water-pressure variations with different till properties.
+			Two Rivers till: $\mu_\text{s}$ = 0.321, $C$ = 14 kPa \citep{Iverson1998}.
+			Storglaci\"aren till: $\mu_\text{s}$ = 0.494, $C$ = 5 kPa \citep{Iverson1998}.
+			Upstream B till: $\mu_\text{s}$ = 0.443, $C$ = 3 kPa \citep{Tulaczyk2000}.
+		}
+	\end{center}
+\end{figure}
+
 \section{Discussion}%
 \label{sec:discussion}
 % Our model has a representative grain diameter, but tills are polydisperse
diff --git a/experiments/fig7.pdf b/experiments/fig7.pdf
Binary files differ.