The project presented a critical technical challenge: the presence of over-saturated soft soils in the area where the proposed dike was to be constructed, on which fill material was placed.

This condition prevented achieving the required density to ensure higher shear strength, thereby compromising the stability and structural performance of the dike during its operational stage.

To overcome this limitation, a working platform was constructed over the soft ground, allowing the foundation to be stabilized and providing adequate support for the dike’s fill layers.

This technical solution made it possible to achieve the maximum densities specified in the project requirements, ensuring the integrity of the dike and the efficiency of the construction process.

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

To mitigate these limitations, a reinforcement system was implemented using a drainage granular material combined with geosynthetics, integrating a non-woven geotextile and an HDPE geocell. This solution enabled efficient load distribution, improved drainage, and increased the bearing capacity of the ground, optimizing the structural performance of the roadway from the construction stage onward.

The project presented a critical technical challenge: the presence of over-saturated soft soils in the area where the proposed dike was to be constructed, on which fill material was placed.

This condition prevented achieving the required density to ensure higher shear strength, thereby compromising the stability and structural performance of the dike during its operational stage.

To overcome this limitation, a working platform was constructed over the soft ground, allowing the foundation to be stabilized and providing adequate support for the dike’s fill layers.

This technical solution made it possible to achieve the maximum densities specified in the project requirements, ensuring the integrity of the dike and the efficiency of the construction process.

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

To mitigate these limitations, a reinforcement system was implemented using a drainage granular material combined with geosynthetics, integrating a non-woven geotextile and an HDPE geocell. This solution enabled efficient load distribution, improved drainage, and increased the bearing capacity of the ground, optimizing the structural performance of the roadway from the construction stage onward.