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 structural stresses.
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.
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 structural stresses.
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.
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