Object:
Two-story residential building with aquazone
Method:
GeoResin Deep Lifting
Problem:
During the operation of the building, deformations of the load-bearing structures and their damage in the form of cracks were detected. When testing the foundation soils, it was found that the soil layers under the foundation sole are uneven, as evidenced by the difference in the readings of the ground penetration test of the adjacent sections of the building.
Task:
Strengthening of the foundation soils of the building foundations in order to increase the load-bearing capacity of the structures to compensate for uneven subsidence and deformations.
Solution:
Strengthen the base soils using GeoResin technology by injecting the expanding geopolymer compound.
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