In the past years, 400 m length of Romanian National Road DN15 was affected by serious landslide phenomena and differential ground settlement. Torrential and heavy rain in the past years, increased the activity of landslides and posed serious threats to infrastructure of the road, affecting the entire traffic in the area. To stop the landslide a discontinuous reinforcement screen was executed consisting of drilled piles with a 880 mm diameter to a depth of 18 m solidarity with reinforced concrete beam and a network of deep-water drains which lowers the water table within 9m depth, below the sliding surface. To ensure the safety and sustainability of construction was imposed the implementation of a monitoring program of intervention works by equipping five piles with inclinometers. By registering, processing and interpretation of the values obtained by measurements, we determined if construction requirements maintain their strength, stability and durability established by the project.
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