Index: DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex
===================================================================
diff -u -r5489 -r5507
--- DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 5489)
+++ DamClients/DamUI/trunk/doc/DAM UI - User manual/DAM UI - User manual.tex	(.../DAM UI - User manual.tex)	(revision 5507)
@@ -3134,22 +3134,26 @@
 
 \begin{table}[H]
 	\begin{footnotesize}
-		\begin{tabular}{|p{40mm}|p{10mm}|p{10mm}|p{15mm}|p{\textwidth-60pt-75mm}|} \hline
+		\begin{tabular}{|p{37mm}|p{10mm}|p{7mm}|p{13mm}|p{\textwidth-60pt-67mm}|} \hline
 			\textbf{Name} & \textbf{Type} & \textbf{Unit} & \textbf{Required} & \textbf{Description} \\ \hline
 			soil\_name & StringId & - & yes & Name \\ \hline
 			soil\_color & StringId & - & yes & Color \\ \hline
 			soil\_type & StringId & - & yes & Indicates the soil type associated with this soil. \\ \hline
 			saturated\_unit\_weight & Float & kN/m$^{\text{3}}$ & no & Unit weight below phreatic level \\ \hline
 			unsaturated\_unit\_weight & Float & kN/m$^{\text{3}}$ & no & Unit weight above phreatic level \\ \hline
 			cohesion & Float & kN/m$^{\text{2}}$ & no & Cohesion \\ \hline
-			friction\_angle & Float & deg & no & Friction Angle \\ \hline
+			friction\_angle & Float & deg & no & Friction angle \\ \hline
 			diameter\_d70 & Float & µm & no & Diameter D70 \\ \hline
 			permeability\_x & Float & m/s & no & Permeability Kx \\ \hline
 			shear\_strength\_model & StringId & - & no & Shear strength model. The only supported options are “MohrCoulomb”, “SHANSEP” and "SigmaTauTable" \\ \hline
 			strength\_increase\_exponent & Float & - & no & Strength increase exponent \\ \hline
 			ratio\_su\_pc & Float & - & no & Shear strength ratio S \\ \hline
 			pop & Float & kN/m$^{\text{2}}$ & no & POP \\ \hline
 			sigma\_tau\_curve\_name & StringId & - & no & link to the sigma tau curve as defined in the sigmataucurves.csv \\ \hline
+			traffic\_load\_degree\_of \newline \_consolidation & Float & \% & no & The degree of consolidation per layer due to the traffic load.
+			This is the relative amount of the total vertical stress by loading that is assumed to be carried as effective vertical stress by the soil skeleton.
+			A degree of consolidation of 0\% means no additional effective stress. 
+			A degree of consolidation of 100\% means no additional excess pore pressures. \\ \hline
 		\end{tabular}
 	\end{footnotesize}
 \end{table}