Object:
Foundation of the trough type under the press at the woodworking plant in Bashkortostan.
Method:
GeoResin Deep Lifting
Problem:
When installing a trough-type foundation on a pile field, a void was formed under the slab. Due to the fact that the foundation perceived dynamic loads from the press, the designers decided that it was necessary to recreate the base slab support on the base over the entire area. This solution reduces the negative impact of dynamic loads on piles.
Task:
Recreating the base slab support on the base over the entire area.
Solution:
To solve this problem, a preliminary comprehensive survey of the base of the foundation under the press machine was carried out, the results of which confirmed the loosening of the base soil and the presence of voids under the plate with a height of up to 90 cm. The technical solution involved restoring the solid foundation-ground contact by injection of GeoResin self-expanding resins under the foundation.
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
