tPut comparisons in README into table, add descriptive text - 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
---
DIR commit 2bf98ea43e81f5e8f16b011ca93caf89accb9720
DIR parent 03c9864eb8e1eb7f7fba6090654205d4d343271d
HTML Author: Anders Damsgaard <anders@adamsgaard.dk>
Date: Fri, 12 Apr 2019 09:34:35 +0200
Put comparisons in README into table, add descriptive text
Diffstat:
M README.md | 59 +++++++++----------------------
1 file changed, 16 insertions(+), 43 deletions(-)
---
DIR diff --git a/README.md b/README.md
t@@ -20,49 +20,22 @@ 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.
-#### Discrete-element model (Damsgaard et al. 2013, fig. 8)
-
-
-
-#### Continuum model
-
-
-
+| Discrete-element model | Continuum Model |
+| ----------------------- | --------------- |
+| Damsgaard et al. 2013 | |
+|  |  |
### Stress and strain rate
-#### Continuum model
-
-Glass beads have *b* = 0.94.
-
-
-
----
-
-#### Kamb 1991, subglacial till from Upstream-B site
-
-
-
-#### Continuum model
-
-
-
----
-
-#### Iverson 2010, various subglacial tills
-
-
-
-#### Continuum model
-
-
-
----
-
-#### Tulaczyk 2006, Whillans Ice Plain
-
-
-
-#### Continuum model
-
-
+The rheology is of Bingham type, where no deformation occurs beneath the Mohr-Coulomb yield limit. Above it, deformation is highly non-linearly viscous. The model has a parameter *b* for rate dependence beyond yield. Glass beads have *b* = 0.94.
+
+| Subglacial till | Continuum Model |
+| --------------------------------------- | --------------- |
+| Upstream-B (Kamb 1991) | |
+|  |  |
+| --------------------------------------- | --------------- |
+| Various subglacial tills (Iverson 2010) | |
+|  |  |
+| --------------------------------------- | --------------- |
+| Whillans Ice Plain (Tulaczyk 2006) | |
+|  |  |