Drilling was carried out using a rotary drill to a depth of 10 meters with a diameter of 8 inches. The holes were then cleaned using compressed air.

After that, steel cages in the form of piles (approximately 3 meters long) were prepared. These cages were connected together to maintain the strength and continuity of the reinforcement using couplers.

The cages were then lowered into the drilled holes, and the micro-piles were cast using a specialized grout mixture.

The work was performed according to engineering specifications and under the supervision of the technical team to ensure soil reinforcement and proper load-bearing capacity.