Object:
A three-story residential building with a basement located in the Rostov region.
Location:
Aksaysky district
Method:
GeoResin Deep Lifting.
Problem:
A water pipe break caused soaking of the soil of the foundation ground, and, as a result, uneven subsidence of the building. Numerous cracks appeared. The survey was revealed weakened the layers of soil that should be strengthened.
Task:
Strengthening of the ground at the base of the building strip foundation.
Solution:
Work was carried out to strengthen the soil of the foundations of the ribbon foundation to a depth of-minus 1.2 meters and to-minus 2.8 meters. The strengthening of the base soils using the GeoResin technology was carried out by injecting the expanding geopolymer composition of GeoResin into the weakened soil thickness.
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
The room sagged due to a weak soil base
Strengthening the base and leveling sagging structures
Subsidence of the slab and the appearance of a longitudinal crack
Compaction of the soil with filling the gap under the slab
