When developing the project for strengthening the weak‑bearing soils, the company's engineers developed a solution to strengthen the foundation soils and the cracked wall structures using helical reinforcement. This decision was due to the fact that, with significant loosening of the soils and uneven settlement of the building, numerous cracks with varying degrees of opening had formed on the walls. To effectively solve this problem, it was necessary to apply comprehensive measures, namely repair and restoration work on both the soils and the load‑bearing structures.