German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish izmirlimuhendis
New Member
the cohesion value from the ground survey is 1 kg/cm2 . When we convert this to the value we will enter in the ide, that is, t/m2, it makes 10 t/m2. However, when I enter this value, the dimensions do not save no matter what I do as I have sent in the example. 1. I wonder if the unit was given wrong in the ground survey. 2. In the help files of the istcad program, about the cohesion value "This value to be taken from the soil drilling reports in clay soils is entered into the program. Cohesion value is taken into account in wholesale collapse analysis. The increase in cohesion will have a positive effect on the wholesale collapse analysis." Why is the high cohesion value not a positive effect, but a negative effect on the contrary? 3. Where is the cohesion value used in calculations? I did not see the cohesion value used in the calculations in the retaining structures section of Zekai Celep-Nahit Kumbasar's book on reinforced concrete structures.