Structural reinforcement of stabilized subgrade
Increases the CBR of the treated soil, improving its load-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 reduces the volumetric expansion of soils with high clay content, preventing damage to the road surface.

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

Increased resilient modulus in granular layers
In sub-bases and bases, improves the material’s ability to absorb and recover energy, increasing the efficiency and service life of the pavement system.