Structural reinforcement of the stabilized subgrade
Increases the CBR of the treated soil, improving its bearing capacity and providing greater stability to the pavement structure.

Optimization of the plasticity index (PI)
Reduces soil plasticity, minimizing deformations and improving mechanical behavior under load.

Control of active soil expansion
Significantly decreases the volumetric expansion of soils with high clay content, preventing damage to the road surface.

Improved performance under service conditions
Enhances pavement durability by improving structural response to repeated loads and variable environmental conditions.

Increase in resilience modulus in granular layers
In granular sub-bases and bases, improves the material’s ability to absorb stresses transmitted by vehicular loads, increasing the efficiency and service life of the road system.