a) a property of a non-Newtonian fluid where the viscosity of the fluid increases sharply at high shear rates but is constant for constant shear rates. The viscosity is reduced again if not agitated (e.g., stirred).
Cf., Newtonian fluid, quick clay, thixotropy, rheopexy
b) In soil mechanics, dilatancy refers to the volumetric increase (i.e., dilation) behavior or property of a clay subject to drained shearing at or near the peak shear stress. A dense soil (e.g., dense sand, overconsolidated clay) exhibits volume expansion (i.e., the soil takes water into its void space) if sheared with drainage allowed, or reduced porewater pressure (i.e., a tendency for volume expansion or dilation) if sheared without drainage allowed. Usually maximum dilation rate corresponds to the peak shear stress or failure strength.
Cf., drained shear, undrained shear; dilation; contraction