according to Robertson (1986 or 2010) allows to specify soil behavior type (SBT) and other parameters directly from the results of - then input parameters of it's not necessary to input. We recommend to check generated soil parameters before the .
In the"Soil classification" is selected test for classification (defined in the " " frame). Classification of soils is performed according to (1986 or 2010).
This frame serves to input α [-].
The unit weight of soil γ [kN/m3] is possible to input with the same value for all layers of soils or it's automatically from the results of (for each layer separately). The frame serves to input a minimum thickness of the layer of soil h [m]. It affects the distribution and number of individual layers of soil in the geological of solved task.
By checking the option "Insert the results of classification into a geological profile automatically" assigns generated geologicalto the current task automatically (when user change any data in the frame).
During deactivation of previous option the manualof soil is performed by pressing the "Insert profile and soils" button.
Frame "Soil classification"