tChange order of presentation - cngf-pf - continuum model for granular flows with pore-pressure dynamics (renamed from 1d_fd_simple_shear)
HTML git clone git://src.adamsgaard.dk/cngf-pf
DIR Log
DIR Files
DIR Refs
DIR README
DIR LICENSE
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DIR commit 13a67b505eeb9ac9514d31c9f3a4f9ed9b1c30ec
DIR parent 342a34978f149ab2c1f46485ea1e1f852be1a304
HTML Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Thu, 11 Apr 2019 20:33:41 +0200
Change order of presentation
Diffstat:
M README.md | 22 +++++++++++-----------
1 file changed, 11 insertions(+), 11 deletions(-)
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DIR diff --git a/README.md b/README.md
t@@ -20,14 +20,14 @@ See below for a comparison with the discrete-element method results from
model is not tuned rigorously against the DEM, and the correspondence could
probably be improved further.
-#### Continuum model
-
-
-
#### Discrete-element model (Damsgaard et al. 2013, fig. 8)

+#### Continuum model
+
+
+
### Stress and strain rate
t@@ -39,20 +39,20 @@ Glass beads have *b* = 0.94.
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-#### Continuum model
-
-
-
#### Kamb 1991, subglacial till from Upstream-B site

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-
#### Continuum model
-
+
+
+---
#### Iverson 2010, various subglacial tills

+
+#### Continuum model
+
+