Geostudio Slope W Manual Pdf ^new^

The manual’s gives you the formulas to input cohesion (c) and phi. If you have unsaturated soil above the water table, the manual’s section on "Negative Pore-Water Pressure and Suction" tells you to use the Phi-B angle (commonly 15° for silts).

It even includes formulas for reinforcement force versus strain relationships (elastic-plastic, hyperelastic). geostudio slope w manual pdf