commit 26a64704be49a1cd97144d3bfe3ddfe9096b9700
parent 26136d9adf3d6ece87d2b5e4d247f4fd53571ac2
Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Thu, 31 Oct 2019 12:00:04 +0100
Fix typo
Diffstat:
1 file changed, 1 insertion(+), 1 deletion(-)
diff --git a/continuum-granular-manuscript1.tex b/continuum-granular-manuscript1.tex
@@ -193,7 +193,7 @@ Future research will investigate how wide grain-size distributions affect strain
We apply the model in a one-dimensional setup where simple shear occurs along a horizontal axis $x$, orthogonal to a vertical axis $z$.
The spatial domain is $L_z = 8$ m long and is discretized into cells with equal size to the representative grain size $d$.
The upper boundary, i.e.\ the ``ice-bed interface'', exerts effective normal stress and shear stress on the granular assemblage.
-We neglect the miniscule contribution to material shear strength by water viscosity.
+We neglect the minuscule contribution to material shear strength by water viscosity.
The effective normal stress is found by adding the lithostatic contribution that increases with depth to the normal stress applied from the top:
\begin{linenomath*}
\begin{equation}