Object:
Port, oil storage tank, volume of 5,000 cubic meters
.
Method:
GeoResin Floor LIFTING.
Problem:
Tank bottom subsidence, S =318.57 m2. The reason for the subsidence is the loosening of the ground due to the presence of swing loads during operation and leakage.
Task:
Strengthening the tank bottom substrate, leveling the steel bottom, eliminating leaks.
Solution: GeoResin:
GeoResin resins were injected under the bottom of the tank, and work was carried out to eliminate the unevenness of the bottom with the creation of a technological slope.
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
