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Object:
2-storey individual residential building.
Method:
Deep Lifting.
Problem description:
Soaking of the soil of the foundation bases (due to the lack of normal drainage and insufficient width of the blind area) caused uneven subsdence of the foundations, which, in turn, caused multiple deformations.
Task:
Strengthening the soil of the foundation bases in order to increase the load-bearing capacity of load-bearing structures.
The solution:
To solve this problem, a preliminary comprehensive survey of the foundation base was carried out, the results of which confirmed the loosening of the foundation soils and the presence of weakly bearing soils under the sole of the foundations. Works on strengthening the soil of the grounds were carried out, recommendations were given on the improvement of the territory, water disposal.
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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
