Summary:
At the end of 2016, at the factory for the production of semi-finished products, in a workshop area of 2500 sq. m., during a comprehensive survey, significant areas of decomposed soil were found, as well as areas of voids formed between the floor slab and the ground. This, in turn, led to the deflection of the floor slabs, the appearance of cracks on the load-bearing walls and as a result, the production process stops, due to the violation of the geometry of industrial machinery. According to the preliminary conclusion, problems with the ground of the base could arise due to breakwodn of the sewer.
Task:
GeoResin specialists had a task to strengthen the soil layer at a depth of 1.5 to 4.0 m, fill voids, and re-level the floor slabs in the zones, according to the designed project.
The technology:
Injection of geopolymer compounds for deep reinforcement, filling voids and leveling the floor plate.
Result:
In 10 working days, GeoResin carried out complex works on deep reinforcement, filling the void and re-leveling the floor slab to the design values. The successful work carried out and allowed the customer to start launching production lines the next day.
Technological excessive subsidence of a building columns
Stopping subsidence and increasing the load-bearing capacity of the pile foundation
In a residential building, a floor slab sank after a pipe burst
Reinforcement of base soils and re-leveling of floor slab
Leakage of the retaining wall of the entrance to the underground garage
Compaction of soils and plugging of leaks in the retaining wall structure
Eroding the foundation of the supporting columns
Strengthening the foundation foundation without disrupting the entire project schedule
Reinforcement of foundation soils and stabilization of the foundation
Reinforcement of foundation soils and stabilization of the foundation
Strengthening the foundation soil and stabilizing the foundation
Strengthening the foundation soil and stabilizing the foundation
The room sagged due to a weak soil base
Strengthening the base and leveling sagging structures
Subsidence of the slab and the appearance of a longitudinal crack
Compaction of the soil with filling the gap under the slab
