The construction of a new roadway faced complex geotechnical conditions due to the presence of peat soils. This situation represented a significant risk to road stability and the long-term durability of the infrastructure.

To mitigate these limitations, a reinforcement system composed of free-draining granular material combined with geosynthetics was implemented, integrating a nonwoven geotextile, a geogrid, and HDPE geocells.

This solution enabled efficient load distribution, improved drainage, and increased the bearing capacity of the subgrade, optimizing the structural performance of the roadway from the construction stage onward.

At Jorge Chávez International Airport (Callao – Peru), the existing collector system, consisting of large-diameter rigid concrete pipes, presented a high risk of cracking due to the dynamic loads imposed by aircraft operations.

As a technical solution, a rigid pipe protection system reinforced with geosynthetics was constructed, consisting of rigid extruded multiaxial geogrids and perforated, extruded HDPE geocells. This configuration allowed dynamic loads to be absorbed and redistributed, reducing stress concentrations on the pipes and ensuring long-term stability under the airport’s demanding operational conditions.

The unpaved road presented soils with low bearing capacity, limiting its structural performance and requiring efficient subgrade improvement to ensure functionality
and durability.

Conventional solutions involved the use of large volumes of material, increasing both costs and execution timelines. To address this condition, a geosyntheticbased solution using HDPE geocells was implemented, significantly reducing the required improvement thicknesses and achieving an optimal balance between technical performance and construction efficiency.

The existing mining road exhibited high levels of deformability due to deficiencies in surface drainage, resulting in low serviceability. This condition directly affected daily earthmoving operations, increasing operational costs and reducing project efficiency.

To stabilize the road and restore its functionality, a reinforcement system composed of drainable granular material combined with geosynthetics was implemented, using nonwoven geotextile and HDPE geocells. This solution improved bearing capacity, facilitated drainage, and controlled deformation, ensuring a more stable, safe, and efficient roadway for mining operations.

The project presented unfavorable geotechnical conditions: foundation soils consisting of anthropogenic fills with a high probability of uncontrolled settlements and low shear strength. These characteristics compromised structural stability and represented a critical risk for safe project execution.

As a technical solution, a reinforced working platform was constructed using geosynthetic systems, integrating rigid extruded multiaxial geogrids combined with high-performance HDPE geocells. This configuration significantly improved load distribution and settlement control, ensuring optimal conditions for project execution.

The construction of a new roadway faced complex geotechnical conditions due to the presence of peat soils. This situation represented a significant risk to road stability and the long-term durability of the infrastructure.

To mitigate these limitations, a reinforcement system composed of free-draining granular material combined with geosynthetics was implemented, integrating a nonwoven geotextile, a geogrid, and HDPE geocells.

This solution enabled efficient load distribution, improved drainage, and increased the bearing capacity of the subgrade, optimizing the structural performance of the roadway from the construction stage onward.

At Jorge Chávez International Airport (Callao – Peru), the existing collector system, consisting of large-diameter rigid concrete pipes, presented a high risk of cracking due to the dynamic loads imposed by aircraft operations.

As a technical solution, a rigid pipe protection system reinforced with geosynthetics was constructed, consisting of rigid extruded multiaxial geogrids and perforated, extruded HDPE geocells. This configuration allowed dynamic loads to be absorbed and redistributed, reducing stress concentrations on the pipes and ensuring long-term stability under the airport’s demanding operational conditions.

The unpaved road presented soils with low bearing capacity, limiting its structural performance and requiring efficient subgrade improvement to ensure functionality
and durability.

Conventional solutions involved the use of large volumes of material, increasing both costs and execution timelines. To address this condition, a geosyntheticbased solution using HDPE geocells was implemented, significantly reducing the required improvement thicknesses and achieving an optimal balance between technical performance and construction efficiency.

The existing mining road exhibited high levels of deformability due to deficiencies in surface drainage, resulting in low serviceability. This condition directly affected daily earthmoving operations, increasing operational costs and reducing project efficiency.

To stabilize the road and restore its functionality, a reinforcement system composed of drainable granular material combined with geosynthetics was implemented, using nonwoven geotextile and HDPE geocells. This solution improved bearing capacity, facilitated drainage, and controlled deformation, ensuring a more stable, safe, and efficient roadway for mining operations.

The project presented unfavorable geotechnical conditions: foundation soils consisting of anthropogenic fills with a high probability of uncontrolled settlements and low shear strength. These characteristics compromised structural stability and represented a critical risk for safe project execution.

As a technical solution, a reinforced working platform was constructed using geosynthetic systems, integrating rigid extruded multiaxial geogrids combined with high-performance HDPE geocells. This configuration significantly improved load distribution and settlement control, ensuring optimal conditions for project execution.