Solvable problem:
Increase the load-bearing capacity of watered soils and foundation in sewer conditions.
Source data:
The existing administrative building was under project for adding extra floors. However, during a detailed survey of the building structures and foundation soils, the design organization revealed insufficient load-bearing capacity of the watered soils at the base of the foundations.
Goal:
Increase the load-bearing capacity of the soil at the base of the foundations.
Applied technology:
The solution of this problem in the cramped conditions of the premises was made possible by the GeoResin technology using the DEEP Lifting method.
Result:
Due to the injection of the GeoResin geopolymer composite into the watered soil under the foundation level, a hardened volume was formed in the base, which increased the strength and deformation characteristics of the weak base.
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
