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 reduces the volumetric expansion of soils with high clay content, preventing damage to the road surface.
Improved performance under service conditions
Increases pavement durability by improving the structural response to repeated loads and varying environmental conditions.
Increased resilient modulus in granular layers
In subbases and bases, it improves the material’s capacity to absorb and recover energy, increasing the efficiency and service life of the road system.
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