Slide Model > Material Properties > Define Material Properties
The Unsaturated Shear Strength option in the Define Material Properties dialog, will ONLY appear if the Groundwater Method = Finite Element Analysis in Project Settings.
After a groundwater analysis has been computed in SLIDE, the resulting pore pressure distribution may indicate negative pore pressures (commonly referred to as matric suction), in the unsaturated zone above the water table. It is known that matric suction can contribute to the shear strength of a soil.
Unsaturated Shear Strength Angle (Phi_b)
By specifying an Unsaturated Shear Strength Angle (Phi_b) for a material, the shear strength of the material in the unsaturated zone will be INCREASED by the amount:
where 
= matric suction (POSITIVE value), and 
= unsaturated shear strength angle. (NOTE: by convention,
the term matric "suction" implies the POSITIVE, or absolute
value of the negative pore pressures calculated in the unsaturated zone.)
By default, the Unsaturated Shear Strength Angle = 0. This means that matric suction in the unsaturated zone, WILL NOT have any effect on the shear strength or safety factor. If you enter a non-zero value for Unsaturated Shear Strength, then slip surfaces which pass through a material in the unsaturated zone, will have INCREASED shear strength, and safety factor.
The Unsaturated Shear Strength Angle is usually not a well known quantity. To obtain an appreciation of its importance, a parametric study can be carried out, in which the Unsaturated Shear Strength Angle is varied between 0 and the Friction Angle of the material. This can be easily accomplished using the Sensitivity Analysis capability of Slide.
Air Entry Value
Air Entry Value is defined in Fredlund and Rahardjo (1993) as the matric suction value that must be exceeded before air recedes into the soil pores. The Air Entry Value is also referred to as the "displacement pressure" in petroleum engineering or the "bubbling pressure" in ceramics engineering.
In terms of strength, it is the point at which the strength of the soil deviates from its saturated effective Mohr-Coulomb behavior. If matric suctions exceed the air entry value, the strength is assumed to follow a linear envelope with Phi_b as the friction angle. Thus Slide uses a bilinear strength envelope where:
c' and phi' are used with positive pore pressures, and with negative pore pressures (matric suction) up to the air entry value
Phi_b is used when negative pore pressure exceeds the air entry value.
The following figure (after Fredlund (2000) ) illustrates the effect of the air entry value. For matric suction below the air entry value, the saturated effective stress friction angle is used. For matric suction greater than the air entry value, the unsaturated shear strength angle, Phi_b is used.
NOTE: prior to version 5.010 of Slide, Phi_b is used at any point within the soil mass where the pore pressures are negative. This is equivalent to defining the air entry value as being zero. This is consistent with the shear strength definition in Fredlund and Rahardjo (1993).
Effect of air entry value (aev) on unsaturated shear strength envelopes.