During the construction of the new Hospital Lucio Aldazábal Pauca, foundation soils with low bearing capacity were identified, insufficient to withstand new structural demands.
As a solution, foundation reinforcement was carried out through the incorporation of granular material combined with geosynthetics, using T-6 rigid multiaxial geogrids. This intervention increased soil shear strength and achieved the required bearing capacity, ensuring a solid and reliable foundation for the hospital.
In the Tampico International Airport improvement project, soft soils with low undrained shear strength were identified.
To address this condition, a subgrade improvement system using geosynthetics was implemented, consisting of nonwoven geotextile combined with a T-7 multiaxial geogrid.
This solution reinforced ground structure, increased stiffness, and improved airport infrastructure performance, ensuring a stable and reliable base.
During the construction of the new Hospital Lucio Aldazábal Pauca, foundation soils with low bearing capacity were identified, insufficient to withstand new structural demands.
As a solution, foundation reinforcement was carried out through the incorporation of granular material combined with geosynthetics, using T-6 rigid multiaxial geogrids. This intervention increased soil shear strength and achieved the required bearing capacity, ensuring a solid and reliable foundation for the hospital.
In the Tampico International Airport improvement project, soft soils with low undrained shear strength were identified.
To address this condition, a subgrade improvement system using geosynthetics was implemented, consisting of nonwoven geotextile combined with a T-7 multiaxial geogrid.
This solution reinforced ground structure, increased stiffness, and improved airport infrastructure performance, ensuring a stable and reliable base.
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