Index: DamClients/DamUI/trunk/doc/DAM UI - Technical Design/DAM UI - Technical Design.tex
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diff -u -r4570 -r5868
--- DamClients/DamUI/trunk/doc/DAM UI - Technical Design/DAM UI - Technical Design.tex	(.../DAM UI - Technical Design.tex)	(revision 4570)
+++ DamClients/DamUI/trunk/doc/DAM UI - Technical Design/DAM UI - Technical Design.tex	(.../DAM UI - Technical Design.tex)	(revision 5868)
@@ -166,10 +166,21 @@
 A full description of the used method can be found in \citep{MacroStabilityReqAndFD22}.
 
 In order to use sigma tau curves in DAM, the name(s) of the curve(s) to be used must be added to the \textit{soils.csv} at column \textit{sigma\_tau\_curve\_name} and the proper shear strength model (\textit{SigmaTauCurve}) must be selected for that soil.
-Next to that, the sigma tau curves must be defined in their own csv-file (\textit{sigmataucurves.csv}). Both csv files use the \textit{sigma\_tau\_curve\_name} to couple the data.
+Next to that, the sigma tau curves must be defined in their own csv-file (\textit{sigmataucurves.csv}). 
+Both csv files use the \textit{sigma\_tau\_curve\_name} to couple the data.
 
-For more information, see \citep{DAMUI_Manual}.    
+For more information, see DAM UI User manual.    
 
+\subsection{Su Tables}
+As part of the soil parameters, su tables can be used to determine the undrained shear strength in stability calculations.
+A full description of the used method can be found in \citep{MacroStabilityReqAndFD22}.
+
+In order to use su tables in DAM, the name(s) of the table(s) to be used must be added to the \textit{soils.csv} at column \textit{su\_table\_name} and the proper shear strength model (\textit{SuTable}) must be selected for that soil.
+Next to that, the su tables must be defined in their own csv-file (\textit{sutables.csv}). 
+Both csv files use the \textit{su\_table\_name} to couple the data.
+
+For more information, see DAM UI User manual.    
+
 \section{Results}
 First of all,
 not all calculations will pass kernel validations or lead to valid results due to errors that occur in the calculations (e.g. uplift does not occur where it is expected).