In the summer of 2016, project was carried out to strengthen the foundation soil using GeoResin technology by injection geopolymer resins. Deep Lifting technology was used firstly and after for re-leveling the crane railways the Floor LIFTING method was implemented. Work site was abot - 1 100 m^2.
Due to the high temperature in the daytime (up to 65 Celsius degrees), the work was carried out at night. The result of the work was precise re-leveling the crane railsways along the entire route of the Kratzer crane with error about ±5 mm between the neighbour rails.
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
Subsidence of the slab and the appearance of a longitudinal crack
Compaction of the soil with filling the gap under the slab
