Mud Jacking: Lift Sunken Concrete Back to Grade
A proven, cost-effective method to raise settled slabs, without replacing them.
On cost: $500–$2,000 per panel or section.
Overview
Slab Mud Jacking
Mud jacking, also called slabjacking or pressure grouting, has been used to lift sunken concrete slabs for decades, and it remains the right choice for many Middle Tennessee driveways, sidewalks, patios, and garage floors where voids beneath the slab are large enough that a heavier fill material is needed. The process pumps a slurry mixture of Portland cement, water, and soil through drilled holes beneath the slab, raising it hydraulically back to its original elevation. Tennessee's clay-heavy soils can dry and shrink in summer, creating voids under concrete that mud jacking fills completely.
Holes approximately 1.5 to 2 inches in diameter are drilled through the sunken slab at strategic locations that account for the void shape and the direction of desired lift. A pump forces the slurry mixture, a blend of Portland cement, water, and screened soil, under the slab at controlled pressure. As the slurry fills the void from the lowest point outward, hydraulic pressure builds and lifts the slab upward. The operator monitors movement closely and stops injection when the slab reaches target elevation. Holes are then patched with cement grout and finished flush. The slurry material cures to a stable, load-bearing consistency within 24 to 48 hours. Because the material is denser than polyurethane foam, mud jacking works well under heavy slabs or where very large voids require significant fill volume.
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 mud jacking
Slab Assessment and Port Layout
We walk the slab, probe for voids, and identify the areas of maximum settlement. Port locations are marked based on the void pattern, we plan for full slurry coverage underneath the affected area, not just the lowest point.
Drilling
Holes of approximately 1.5 to 2 inches are drilled through the slab at the marked port locations. We use rotary hammer equipment and clean each hole of debris before injection.
Pump Setup and Slurry Mixing
The mud jacking pump is positioned near the work area. Slurry, typically Portland cement, screened soil, and water mixed to a consistent pumpable consistency, is loaded into the pump hopper. Mix proportions are adjusted based on soil conditions and desired cure characteristics.
Controlled Injection and Lifting
Slurry is pumped through each port in sequence, starting at the lowest or most-sunken area. Pressure and slab movement are monitored continuously. Injection stops at each port when slurry returns at an adjacent hole or when target lift is achieved at that location.
Hole Patching
Once lifting is complete and slurry has begun its initial set, injection ports are removed and the holes are filled with non-shrink grout, rodded, and finished flush with the slab surface.
Cure and Return to Service
Foot traffic is generally permitted within a few hours. Vehicle traffic is held for 24 hours to allow the slurry to achieve sufficient bearing strength. We provide written return-to-service instructions before leaving.
Mud jacking is the workhorse of concrete lifting, it's been around a long time because it works. For large voids under heavy driveways or garage floors, you want a material with real density and mass. The slurry fills the void completely and supports the slab weight reliably.
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 Mud Jacking questions
Mud jacking uses a cement-soil slurry, heavier, slower to cure, and better for large voids. Polyjacking uses expanding polyurethane foam, lightweight, cures in minutes, and ideal for smaller voids and slabs where weight is a concern. We evaluate both for every project and recommend based on void size, slab type, and soil conditions.
Typically 24 hours for vehicle traffic. Foot traffic is usually fine within a few hours of completion. We'll confirm the specific wait time based on the slurry mix used and weather conditions on your project day.
Yes. The patches are approximately 1.5 to 2 inches in diameter and will be visible on the slab surface. They'll be flush and solid, but may differ slightly in color from the original concrete. This is inherent to any slab-injection process.
Not always. Slabs that are badly cracked, have significant structural damage, or have settled due to soil compression rather than void formation may be better served by replacement or pier-assisted lifting. We'll tell you honestly during the inspection whether mud jacking is the right call or if another method will give a more durable result.
If the root cause of settlement is addressed, drainage corrected, soil stabilized, mud jacking results are long-lasting. If the conditions that created the void persist (poor drainage, downspouts discharging near the slab, active soil erosion), re-settlement is possible. We point out contributing factors during the inspection and can recommend drainage corrections alongside the lifting work.
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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