The existing flexible pavement exhibited a moderate degree of cracking, which compromised its surface integrity and accelerated the structural deterioration of the constructed asphalt overlays.

As an intervention strategy, an asphalt overlay reinforced with fiberglass geogrid was applied, designed to control crack reflection and improve stress distribution.

The flexible pavement was in an advanced state of deterioration, evidenced by medium-to-high severity deformations and cracking. This condition compromised its structural functionality and posed a direct threat to the road’s durability throughout its service life.

Given this situation, the decision was made to reinforce the granular bases with the addition of T-6 multiaxial geogrids, with the aim of increasing load-bearing capacity and effectively controlling damage propagation. This solution significantly improved pavement performance within the design period, optimizing its structural performance and reducing long-term maintenance costs.

In the construction project for the new Lucio Aldazábal Pauca Hospital, a foundation soil with low load-bearing capacity was identified, insufficient to withstand the new load demands.

As a solution, the foundation was reinforced by incorporating granular material with geosynthetics, using T-6 multiaxial rigid geogrids. This intervention increased the soil’s shear strength and achieved the required load-bearing capacity, ensuring a solid and reliable foundation for the hospital.

In the Tampico International Airport improvement project in Tamaulipas, Mexico, soft soils with low undrained shear strength were identified.
To address this geotechnical condition, a subgrade improvement system using geosynthetics was implemented, consisting of a nonwoven geotextile combined with a T-7 multiaxial geogrid. This solution reinforced the ground structure, increased its rigidity, and improved the performance of the airport infrastructure, ensuring a reliable and solid foundation.

The existing flexible pavement exhibited a moderate degree of cracking, which compromised its surface integrity and accelerated the structural deterioration of the constructed asphalt overlays.

As an intervention strategy, an asphalt overlay reinforced with fiberglass geogrid was applied, designed to control crack reflection and improve stress distribution.

The flexible pavement was in an advanced state of deterioration, evidenced by medium-to-high severity deformations and cracking. This condition compromised its structural functionality and posed a direct threat to the road’s durability throughout its service life.

Given this situation, the decision was made to reinforce the granular bases with the addition of T-6 multiaxial geogrids, with the aim of increasing load-bearing capacity and effectively controlling damage propagation. This solution significantly improved pavement performance within the design period, optimizing its structural performance and reducing long-term maintenance costs.

In the construction project for the new Lucio Aldazábal Pauca Hospital, a foundation soil with low load-bearing capacity was identified, insufficient to withstand the new load demands.

As a solution, the foundation was reinforced by incorporating granular material with geosynthetics, using T-6 multiaxial rigid geogrids. This intervention increased the soil’s shear strength and achieved the required load-bearing capacity, ensuring a solid and reliable foundation for the hospital.

In the Tampico International Airport improvement project in Tamaulipas, Mexico, soft soils with low undrained shear strength were identified.
To address this geotechnical condition, a subgrade improvement system using geosynthetics was implemented, consisting of a nonwoven geotextile combined with a T-7 multiaxial geogrid. This solution reinforced the ground structure, increased its rigidity, and improved the performance of the airport infrastructure, ensuring a reliable and solid foundation.