Thisserves to specify a type of analysis for calculation of the , which is an important input parameter when analyzing a by using the .
The way of calculation of the kh is selected in the " " frame (in the "Edit current settings" in the " " tab).
The frame can take different forms depending on the selected method of calculation:
- standard (option "analyze – ", "analyze – ", "manual " or "automatic ")
- input (selecting the option "Input by distribution" opens a table in the frame that allows to input the values of the modulus of subsoil reaction kh both in front of and behind the structure. For option "Input as a soil parameter" the modulus kh is specified in the " " frame, where the modulus of subsoil reaction is considered either as linear, or as nonlinear - curve)
- kh is input either by , or as a parameter of soil in the " " frame. Then there is specified method of calculation - according to or according to ) (modulus of subsoil reaction
- vb [mm] and magnitude of modulus A [MN/m3], or option as a parameter of – "c" method, "k" or "m" method) (for "m" method is defined at the ditch bottom
Frame "Modulus kh" - selection "input by distribution"
Frame "Modulus kh" - selection "pressiometer Ménard"
Frame "Modulus kh" - selection "Chinese standards"