It can be observed that for the case without surcharge, theoretical curves are able to approximately represent experimental data only up to 0.5 m, which is the most reduced section for the case of unreinforced soil presented in Figure 8a.
Se puede observar que para el caso sin sobrecarga las curvas teóricas logran representar aproximadamente los datos experimentales sólo hasta 0.5 m, tramo más reducido que para el caso no reforzado mostrado en la Figura 8a.