In a residential building, a floor slab sank after a pipe burst
Reinforcement of base soils and re-leveling of floor slab
Erection of a new curtain wall on the existing foundation
Strengthening and sloughing of soils of the base of the foundation
Cracks on load-bearing walls, incl. on window and doorways
Reinforcement of foundation soils, filling of voids
Cracks on the inner sides of the walls of the basement room
Strengthening and consolidation of soils of the base of foundations
Local floor subsidence
Reinforcement of base soils and leveling of the floor slab
Internal load-bearing columns have undergone settlement
Stopping uneven settlement of column foundations
Weak watered soils and unsuccessful attempt to stabilize
Reinforcement of soils at the base of slab foundations
Deformations and cracks of supporting structures
Reinforcement of soils of foundations
Tank bottom subsidence
Reinforcement and leveling of the steel bottom
Draft of the structure with non-standard heel
Aligning the tank structure
Eroding the foundation of the supporting columns
Strengthening the foundation foundation without disrupting the entire project schedule
Strengthening the foundation soil and stabilizing the foundation
Strengthening the foundation soil and stabilizing the foundation
Negative effects of dynamic loads on foundations and floor slabs
Reinforcement of foundation soils and leveling of foundations and floors
The room sagged due to a weak soil base
Strengthening the base and leveling sagging structures
Draft of one of the corners of the building
Raising and leveling the foundation slab in the horizon
Re-leveling of industrial structures
Alignment in the plane of structures of foundations and equipment
The back of the house began to sag. Cracks appeared on the walls and ceiling
Strengthening and lifting load-bearing structures quickly and safely
Uneven settlement of a building after a pipe break
Strengthening the soils of the base of the strip foundation
Reinforcement of foundation soils and stabilization of the foundation
Reinforcement of foundation soils and stabilization of the foundation
Ragged horizontal cracks began to appear and develop
Reinforcement of foundation soils and filling of voids
Washing out some of the soil and damage to floor slabs
Reinforcement and local leveling of floor slabs
Insufficient bearing capacity of base soils
Reinforcement of base soils and leveling of the floor slab
Erosion under the floor and foundations
Stabilizing piles and leveling the foundation slab
Progressive uneven settlement of the foundation with a heel
Strengthening the foundation soil and leveling the building
Uneven settlement of load-bearing columns
Stopping sedimentary processes
Soil leaching and significant settlement of floors and foundations
Reinforcement of soils of the base of foundations, lifting and leveling the floor slab
A void has formed under the foundation slab
Reconstruction of the foundation slab support
Uneven settlement of the floor slab and the foundation of the landing stage
Leveling the floor slab and lifting sagging foundation elements
Deformations of barbecue area structures
Filling and leveling the foundation
Uneven settlement of foundations with deformations
Reinforcement of the foundation soils, recommendations for drainage are given
The method of reinforcement proposed by the prescription did not suit the customer
Strengthening the base and vertical lifting of sagging structures
Lack of bearing capacity of the base
Securing soils under floors in places where racks are installed
Cracks in load-bearing walls
Repair and restoration work with soil and bearing structures
Cracks in the walls with development in time
Reinforcement of foundation soils and lifting of structures
Some of the column foundations have undergone uneven settlement
Stopping uneven settlement of column foundations
Sagging corner of the house and a crack along the body of the foundation
Deformation stabilization
Local subsidence of the floor of the room
Reinforcement of base soils and leveling of the floor slab
Uneven draft on average 45 mm
Compaction of the base and return of structures to their previous level
Building roll problem
Reinforcement of the base and alignment of the roll
Insufficient bearing capacity of watered base soils
Increasing the bearing capacity of the base and foundations
A void has formed under the foundation slab
Recreating the support of the foundation slab on the base
Drawdown of road maps of the ring road
Aligning the plane of the road while maintaining the "slope"
Excessive uneven settlement of foundations
Reinforcement of the foundation and lifting of settled foundations
Unstable foundation and settlement of load-bearing structures
Stopping the processes of settling foundations
Leakage of the retaining wall of the entrance to the underground garage
Compaction of soils and plugging of leaks in the retaining wall structure
Deflection of the floor slab and the appearance of cracks on load-bearing walls
Reinforcement, filling and leveling of floor slabs
Defects in overhead structures from frost heaving in soils
Strengthening the base soils with the elimination of heaving properties
Subsidence of the slab and the appearance of a longitudinal crack
Compaction of the soil with filling the gap under the slab
Uneven house draft during renovation
Providing support for foundations with alignment of structures
Uneven settlement of foundations with cracking
Soil hardening at the base of foundations
Deformation of crane runways of the Crane-Stacker
Alignment of crane rails
Cracks in load-bearing walls both inside and outside the house
The load-bearing structures have been reinforced and raised to a predetermined level
The foundation has settled with deformations reflected on the floor slabs
Stopping the processes of settling foundations and leveling the working surface of the floor slabs
Uneven settling of the floor slab
Stabilization and lifting of reinforced concrete floor slabs
Floor subsidence occurred inside the warehouse
Restoration of the design levels of the floor and shelving in the premises
Cracks in load-bearing walls and foundations
The base and foundations have been improved and strengthened
Instability of floor slabs and local subsidence
Stabilization of base soils and leveling of floor slabs
Deformations in the masonry at the outer wall section
Strengthening the soil at the base of the foundation with its rise
Deformations and settlements of asphalt concrete pavement
Reinforcement of foundation soils to a depth of - 5.5m
Uneven subsidence of the floor and the formation of voids under it
Restoration of the design level of the floor
The surface of the concrete highway began to crack and collapse
Filling of voids under slabs, restoration of bituminous insulation
Deformation of reinforced concrete floor slabs under new equipment
Restoration of the bearing capacity of reinforced concrete floor slabs in places of deformation
Deformations in supporting structures
Soil stabilization of foundations
Sagging corner and crack in the outer cladding
Consolidation and strengthening of soil at the base of foundations
Building faсade subsidence
Strengthening foundations and stopping subsidence of a part of the building
Deformations of the coating of some areas of the courts
Filling voids and leveling floor structures
Uneven draft and roll of buildings
Buildings have been re-aligned within tolerance
Wall cracks and foundation subsidence
The base of the foundation is reinforced up to 10 times
Subsoil does not have sufficient bearing capacity
Compaction and stabilization of foundation soils