Subject:
Equipment foundations, industrial premises floors
Method:
Deep Lifting, Floor Lifting
Problem:
No work was done to compact the backfill soils during the constructing reinforced concrete foundations and floors at building site. Due to the fact that the foundations and floors perceived the dynamic loads from the installed equipment, the civil engineers decided on the need to strengthen the soils of the foundations and floors inside the premises. This solution also was to minimizes the negative impact of dynamic loads on foundations and floor slabs for the future.
Goal:
Strengthening the soils of the foundation of equipment foundations and floors; lifting of subsided foundations and floor slabs to design marks.
Solution:
To solve this problem, a preliminary comprehensive survey of the foundations and floors was carried out, the results of which confirmed the decompaction of the base soils and the presence of voids under the floor slabs up to 50 mm. The technical solution involved the restoration of the solid foundation-soil and slab-soil contact by the compensatory injection of GeoResin self-expanding resins. Subsided foundations and floors were returned to design levels.
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
