Index: DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex
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diff -u -r5560 -r5869
--- DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 5560)
+++ DamEngine/trunk/doc/Dam Engine - Functional Design/UseStabKernel.tex	(.../UseStabKernel.tex)	(revision 5869)
@@ -90,29 +90,13 @@
 \section{Shear strength model}\label{sec:ShearStrengthModel}
 The DAM engine must be able to make stability calculations with following shear strength models:
 	\begin{itemize}
-		\item C-Phi
-		\item Su calculated (with default initial surface level of D-Geo Stability; toplayer)
+		\item MohrCoulomb
+		\item SHANSEP
+		\item SigmaTauTable
+		\item SuTable
 	\end{itemize}	
 	This shear strength models are defined in the soil parameters per layer.
 
-\section{Zone Plot}
-\label{sec:Zoneplot}
-The option of zone plot in D-Geo Stability is defined as the distinction of the slip circles in different zones; 1a, 1b, 2a, 2b, 3a and 3b, see manual D-Geo Stability.\newline
-DAM only uses zone 1 and zone 2.
-Zone Plot is used when\textsl{\textcolor[rgb]{0.65,0.16,0}{ZoneType}} = ZoneAreas
-
-The following settings for the Zone plot of D-Geo Stability are used by DAM:\newline
-
-\begin{itemize}
-	\item Dike table heigth: user defined : \textcolor[rgb]{0.65,0.16,0}{\textsl{DikeTableHeight}} 
-	\item Dike table width: 3 m
-	\item Start x co-ordinate restprofile: Xlocal;DikeTopAtRiver
-	\item Boundary of design level influence at x: Xlocal;DSurfaceLevelInside
-	\item Boundary of design level influence at y: maximal Y co-ordinate of surface line
-	\item Required safety in zones: \textsl{\textcolor[rgb]{0.65,0.16,0}{RequiredSafetyFactorStabilityInnerSlope}}
-\end{itemize}
-Calculation with zone areas is only possible for inward stability calculations.
-
 \section{Calculation options}\label{sec:CalculationOptions}
 D-Geostability offers different following calculation options. \ProgramName uses for the following settings the defaults of D-Geo Stability 18.1: