manus_continuum_granular1

manuscript files for first continuum-till paper
git clone git://src.adamsgaard.dk/manus_continuum_granular1
Log | Files | Refs

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:
Mcontinuum-granular-manuscript1.tex | 32++++++++++++++++----------------
Mexperiments/fig1.pdf | 0
Mexperiments/fig2.pdf | 0
Mexperiments/fig3.pdf | 0
Mexperiments/fig4.pdf | 0
Mexperiments/fig5.pdf | 0
Mexperiments/fig6.pdf | 0
Mexperiments/fig7.pdf | 0
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 Binary files differ. diff --git a/experiments/fig2.pdf b/experiments/fig2.pdf Binary files differ. diff --git a/experiments/fig3.pdf b/experiments/fig3.pdf Binary files differ. diff --git a/experiments/fig4.pdf b/experiments/fig4.pdf Binary files differ. diff --git a/experiments/fig5.pdf b/experiments/fig5.pdf Binary files differ. diff --git a/experiments/fig6.pdf b/experiments/fig6.pdf Binary files differ. diff --git a/experiments/fig7.pdf b/experiments/fig7.pdf Binary files differ.