commit 18408853612d22cb80757ef6cd340a44d64276ec
parent 0ebc1529d27fdd5d284712c5fc6b0285f52a8586
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Mon, 8 Jul 2019 17:51:29 +0200
Reorder figures and add normal stress to caption
Diffstat:
8 files changed, 16 insertions(+), 16 deletions(-)
diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex
@@ -176,6 +176,18 @@ For the first experiment with variable water pressure, we apply a water-pressure
\begin{figure}[htbp]
\begin{center}
\includegraphics[width=7.5cm]{experiments/fig2.pdf}
+ \caption{\label{fig:till_simulation}%
+ Steady-state strain distribution with no water-pressure variations with different till properties at a normal stress of $\sigma_\text{n}'$ = 85 kPa.
+ 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}
+
+\begin{figure}[htbp]
+ \begin{center}
+ \includegraphics[width=7.5cm]{experiments/fig3.pdf}
\caption{\label{fig:stick_slip}%
Stick-slip dynamics during sinusoidal water-pressure forcing from the top.
Stress and shear velocity are measured at the top of the sediment bed.
@@ -185,7 +197,7 @@ For the first experiment with variable water pressure, we apply a water-pressure
\begin{figure}[htbp]
\begin{center}
- \includegraphics[width=7.5cm]{experiments/fig3.pdf}
+ \includegraphics[width=7.5cm]{experiments/fig4.pdf}
\caption{\label{fig:hysteresis}%
Hysteresis between stress and velocity under diurnal forcing (Fig.~\ref{fig:stick_slip}).
}
@@ -195,7 +207,7 @@ For the first experiment with variable water pressure, we apply a water-pressure
\begin{figure}[htbp]
\begin{center}
- \includegraphics[width=15.0cm]{experiments/fig4.pdf}
+ \includegraphics[width=15.0cm]{experiments/fig5.pdf}
\caption{\label{fig:stick_slip_depth}%
Pore-pressure diffusion and strain distribution with depth with a sinusoidal water-pressure forcing from the top (Fig.~\ref{fig:stick_slip}).
The forcing has a daily periodocity, and plot lines are one hour in simulation time apart.
@@ -206,7 +218,7 @@ For the first experiment with variable water pressure, we apply a water-pressure
\begin{figure}[htbp]
\begin{center}
- \includegraphics[width=15.0cm]{experiments/fig5.pdf}
+ \includegraphics[width=15.0cm]{experiments/fig6.pdf}
\caption{\label{fig:stick_slip_depth_normalized}%
Pore-pressure diffusion and normalized strain distribution with depth with a sinusoidal water-pressure forcing from the top (Fig.~\ref{fig:stick_slip}).
The forcing has a daily periodocity, and plot lines are one hour in simulation time apart.
@@ -217,7 +229,7 @@ For the first experiment with variable water pressure, we apply a water-pressure
\begin{figure}[htbp]
\begin{center}
- \includegraphics[width=7.5cm]{experiments/fig6.pdf}
+ \includegraphics[width=7.5cm]{experiments/fig7.pdf}
\caption{\label{fig:skin_depth}%
Skin depth of pore-pressure fluctuations (Eq.~\ref{eq:skin_depth}) with forcing frequencies ranging from yearly to hourly periods.
The permeability spans values common for tills \citep{Schwartz2003}.
@@ -225,18 +237,6 @@ 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/fig1.pdf b/experiments/fig1.pdf
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