Task:
Re-leveling the surface area of the settled floors of the materials store building with a total area of 125m2. Strengthening of structures and stabilization of uneven soil sediments without excavation and disruption of operations.
Data:
In the heated store's warehouse, when laying networks inside, the floor slabs subsided. These deformations were caused by systematic dampening and increased compressibility of the underlying soil due to leaks from nearby water pipes. Using geodesic survey of the floor surface, level differences was detected of up to 26 mm with discontinuous slits. Opening the floor revealed voids under the floor slab up to 40 mm. The results of dynamic penetrometer test also showed that the soil was significantly decomposed.
Goal:
Restoration of the initial floor levels and racks in the warehouse and store premises to ensure normal conditions of its operation in the shortest possible time.
Applied technology:
The problem was solved by the GeoResin Floor LIFTING method by pumping a special expanding polymer composition under the floor slabs through small-diameter holes drilled in. The resin filled the existing voids and carried out soil strengthening with the lifting of the floor structure on the sunken areas to the design level.
Result:
The quality and efficiency of soil hardening and lifting of sbsided floor slabs up to 20 mm in the warehouse were checked by geodetic survey and dynamic penetrometer test before and after injection of the mixture into the soil. The repair took 3 business days. The quality of work was confirmed one year after the completion of repair and restoration work.
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