Hi, I am trying to simulate the instability of already existing erosion voids closer to defective buried pipes with the fluctuation of ground water table through the void using ANSYS. If I use Mohr-Coulomb failure criteria I have to define the angle of dilatation for saturated and dry soil separately. For non-cohesive soils with friction angle> 30, it says dilatation can be assumed as, friction angle-30 degrees. However, does anyone know any relationship between the moisture content or degree of saturation with the dilatancy angle? Thanks