Slab Lifting and Leveling, The Right Method for Your Slab
We evaluate mud jacking, polyjacking, and pier-assisted lifting to find the approach that gives your slab the longest-lasting result.
On cost: $500–$5,000+ depending on method and extent.
Overview
Slab Lifting and Leveling
Slab settlement is widespread in Middle Tennessee because the region's clay soils shrink, swell, and shift with seasonal moisture changes, and because many home slabs were built over fill that wasn't adequately compacted. Rather than offering one lifting method for every situation, Ground Up Foundation Repair evaluates the slab size, void characteristics, load requirements, and soil conditions before recommending mud jacking, polyurethane foam injection, or pier-assisted lifting. The right method on the right project delivers a level slab that stays level.
Concrete slabs sink when the soil beneath them loses support, through void formation, soil consolidation, or erosion. Slab lifting works by restoring that lost support, either by filling the void with a material (mud jacking slurry or polyurethane foam) that pushes the slab back to grade, or by driving piers to stable bearing soil and mechanically jacking the slab upward. Mud jacking delivers high fill volume for large voids using a cement-soil slurry. Polyjacking fills smaller voids faster with lightweight expanding foam that cures in minutes. For slabs attached to or part of a settling structure, pier-assisted lifting lifts the foundation element itself using hydraulic jacking and sets it on deep steel or helical piers. In some cases, two methods are used together, piers for structural support and foam or grout to fill residual voids.
Wondering if this is the right fix for what you are seeing? Learn more about the warning signs: Bouncing or Springy Floors and Bowing Basement Walls . Or browse the full Problem Signs library for foundation repair.
Installation Process
How we install slab lifting and leveling
Slab Evaluation and Method Selection
We measure the extent of settlement, probe for voids, assess slab thickness and condition, and identify drainage patterns. Based on those findings, we recommend the lifting method, or combination of methods, that best fits your specific slab.
Port Layout and Drilling
Injection or pier access ports are laid out and drilled based on the selected method. Mud jacking ports are 1.5 to 2 inches; polyjacking ports are 5/8 inch. Pier access holes are larger and positioned to bracket the settled section.
Material Injection or Pier Installation
The selected lifting medium, slurry, foam, or hydraulic pier, is installed through the access points. For injection methods, material is pumped under controlled pressure until the slab responds. For pier-assisted lifting, piers are driven to bearing and the structure is hydraulically jacked.
Elevation Monitoring and Adjustment
Slab movement is monitored continuously at multiple reference points during lifting. We make iterative adjustments between ports or pier locations to achieve uniform lift without over-raising one section relative to another.
Port Patching and Pier Capping
Injection ports are plugged with non-shrink grout and finished flush. Pier brackets are covered and finished to grade. The slab surface is cleaned and any loose crack material is removed.
Drainage Review and Return to Service
Before leaving, we walk the area with you and identify any drainage contributors that should be corrected to prevent re-settlement. We provide a return-to-service timeline based on the method used and current weather conditions.
The method matters as much as the repair itself. We've seen foam used where grouting was needed, and slurry pumped where foam would have been better, and in both cases the result didn't hold. We take the time upfront to match the method to the problem.
Why Ground Up
The difference is in the diagnosis
Get several quotes and you'll see a wide range of prices. The gap isn't luck. It's whether the contractor finds the actual cause and stands behind the work.
- In-house certified crews: we never subcontract your repair
- Optional independent third-party engineer review on larger jobs
- Honest three-tier triage: we tell you what can wait, in writing
- Family owned from the same Shelbyville Highway address since 2009
FAQ
Slab Lifting and Leveling questions
The key factors are void size, slab load, access, and cause of settlement. Large voids under heavy slabs favor mud jacking. Smaller voids where cure time and weight matter favor polyjacking. Slabs that are part of a settling structure, or where soil conditions have failed entirely, favor pier-assisted lifting. We walk through the reasoning with you during the free inspection.
Slabs with active structural cracking, extensive spalling, or reinforcing steel that has corroded and expanded are generally better replaced than lifted. Lifting a badly deteriorated slab risks cracking it further during the process. We'll tell you honestly during the inspection whether lifting is appropriate or whether replacement is the better investment.
Both. Interior garage slabs, basement floors, and even first-floor interior slabs can be lifted using polyjacking or pier-assisted methods. The process is the same; access considerations and cure-time logistics differ slightly for interior work.
Lifting can reduce, but not eliminate, a settlement crack. Once concrete fractures, the pieces don't fuse back together simply by being returned to grade. After lifting, cracks can be sealed with epoxy or polyurethane crack injection to restore watertightness, but a healed structural crack is not the same as original concrete.
Most residential slab lifting projects are completed in a few hours. Larger driveways or multi-panel projects may take a full day. Pier-assisted structural lifts take longer depending on the number of piers and the complexity of the jacking sequence.
More Solutions
Other solutions we offer
Carbon Fiber Strap Installation
Carbon fiber straps are high-tensile-strength composite straps bonded vertically to the face of a bowing basement wall to prevent further inward deflection. The straps are made from the same carbon fiber used in aerospace and structural engineering applications, rated at tensile strengths far exceeding steel by weight. When epoxy-bonded to a properly prepared wall surface from floor plate to sill plate, carbon fiber straps transfer the lateral soil pressure load into the top and bottom bearing points of the wall system rather than allowing the wall face to deflect. Carbon fiber reinforcement is best suited for walls that have deflected less than 2 inches and have not experienced significant cracking through the wall section. It is a hold-in-place system, not a restoration system, it prevents further movement but does not push the wall back toward its original position.
Deep Foundation Systems
Deep foundation systems transfer structural loads from the ground surface to soil or rock at a depth where bearing capacity is reliable and unaffected by surface conditions. In Middle Tennessee, the primary driver for deep foundation work is the region's expansive clay geology: the top several feet of soil shrink in dry weather and swell in wet weather, making them unreliable bearing material for foundations that must remain stable year-round. Deep foundation elements including helical piers, push piers, and micropiles penetrate through this active zone and reach bedrock, dense gravels, or competent clay at depth where moisture variation has minimal effect. These systems are used for both new construction on difficult sites and for repair of existing foundations that have settled due to inadequate bearing in the near-surface soils. Ground Up designs and installs deep foundation systems for residential and light commercial applications throughout the Middle Tennessee region.
Epoxy Crack Injection
Epoxy crack injection is a structural repair method for concrete foundation walls, slabs, and beams that have developed cracks due to settlement, curing shrinkage, hydrostatic pressure, the outward force of water pushing against a foundation wall from saturated soil, or thermal movement. Low-viscosity epoxy resin is injected under low pressure through surface ports installed across the crack at regular intervals, filling the crack from its deepest point outward. As the epoxy cures, it bonds the two concrete faces together with tensile strength greater than the surrounding concrete. The result is a monolithic repair that restores the structural continuity of the cracked section. Epoxy injection is appropriate for dry or dormant cracks, cracks that are not actively wet and not in active movement. For cracks with active water seeping through them, polyurethane foam injection (which expands and seals in the presence of moisture) is often the appropriate first step, followed by epoxy once the wall has been dried out.
Expansion Joint Installation
Concrete is a rigid material that nonetheless moves with temperature, moisture, and loading. In Middle Tennessee's climate, with summer temperatures regularly exceeding 95 degrees and occasional hard freezes in winter, the thermal expansion and contraction of concrete slabs, driveways, sidewalks, and foundation walls is significant. When concrete cannot move freely, it builds up internal stress that is released suddenly as a crack. Expansion joints and control joints are planned gaps in the concrete that give it a place to move without cracking in the field of the slab or through a structural element. Ground Up installs expansion joints during new concrete work and cuts or installs retrofit joints in existing concrete to prevent crack propagation and protect adjacent structural elements from impact loading caused by slab movement.
Foundation Underpinning
Foundation underpinning is the process of extending the effective depth of a foundation's bearing capacity by installing structural support elements that bypass inadequate near-surface soils and transfer load to competent material at depth. In Middle Tennessee, where expansive clay soils lose and regain bearing capacity with every moisture cycle, underpinning is the most durable long-term foundation repair strategy available. Ground Up installs two primary types of underpinning: helical pier underpinning, which uses rotating steel shafts with helical plates to reach bearing at a torque-confirmed depth; and push pier underpinning, which drives steel pipe sections hydraulically using the building's weight as a reaction force, meaning the home's own weight gives the hydraulic ram something to push against, until the pier reaches refusal in competent soil or rock. Both systems transfer the structural load from the clay soils that are causing settlement to deep bearing material that is unaffected by surface moisture variation, stopping settlement and in most cases allowing partial to full elevation recovery.
Concrete Piers for Foundation Support
Concrete piers are cast-in-place or pre-cast reinforced concrete elements that extend from the foundation footing down through unstable near-surface soils to a bearing stratum with adequate capacity. They are one of the most durable underpinning approaches available for residential and commercial foundations in Middle Tennessee, providing a permanent structural connection between the foundation and the stable soil or rock below the depth at which seasonal and moisture-driven soil movement occurs.
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