<p><p><strong>Reference(s):<br></strong><em>Li and Zornberg (2005)<br>Sadek et al. (2010)<br>Zornberg (2002)</em></p><p>While this is not a “full” design method for fiber reinforced pavement systems, in this approach, fiber reinforced soil is characterized as a two-component (soil and fibers) material. Fibers are treated as discrete elements that contribute to resistance by mobilizing tensile stresses along the shear plane.