Problem:
During the construction of 25m-long ground-cement columns, the existing pile foundation of the building experienced excessive technological subsidence.
Task:
Increasing the load-bearing capacity of the existing pile foundation in order to compensate for the resulting technological subsidence.
Method:
Deep Lifting (Column Injection)
Decision:
To solve this problem, the injection of a special deep composition of GeoResin was prejected and used. The method of column injection along the side surface of each pile of the column foundation was chosen according to a special scheme. Full control of the injection process was provided throughout the entire length from th very depth levels in the on-line mode. The high adhesion and speed of solidification of the materials used made it possible to perform the task of increasing the load-bearing capacity of the existing pile foundation in a high quality and in a short time.
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
