Concrete Piers Transfer Foundation Loads to Stable Bearing Strata
When foundation footings can no longer rely on the soil immediately beneath them, concrete piers extend the load-transfer system deeper, to soil or bedrock that has not been affected by surface conditions.
On cost: Pricing depends on pier count, depth, and pier type. Schedule your free foundation inspection to find out exactly what your repair will cost.
Overview
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.
The installation method depends on the pier type and site conditions. Drilled concrete piers (also called caissons) involve drilling a shaft to the bearing stratum, placing a reinforcing cage, and pumping concrete to fill the shaft. Pre-cast pressed concrete piers are driven into the ground in sections using hydraulic equipment until they reach refusal at adequate bearing depth. Both transfer foundation loads through the active soil zone to the stable material below, stopping settlement and providing a foundation for structural recovery.
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 concrete piers for foundation support
Foundation Evaluation and Pier Layout
We assess the settlement pattern, determine which sections of the foundation need underpinning, and design the pier layout, number of piers, spacing, and target depth based on soil boring data and local geotechnical knowledge.
Excavation at Pier Locations
Excavations are made beneath the footing at each pier location to expose the bottom of the footing and provide access for drilling or driving equipment.
Pier Installation
For drilled piers, a shaft is bored to the design depth, the reinforcing cage is placed, and concrete is poured and consolidated. For pressed piers, pre-cast concrete cylinders are hydraulically driven in sections to refusal. Both approaches achieve load transfer to bearing material.
Bracket and Load Transfer
A structural bracket connects the top of the pier to the underside of the footing. Hydraulic equipment is used to test the pier's capacity and, where possible, to apply lifting load to recover some or all of the settlement.
Backfill and Surface Restoration
Excavations are backfilled with controlled fill and compacted. Disturbed landscaping, hardscape, or interior finishes are restored as part of the project scope.
Concrete piers give you a foundation that goes down far enough to stop moving. When the soil near the surface is doing everything wrong, swelling, shrinking, washing away, you need to get your load below all of that and into material that is going to stay put.
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
Concrete Piers for Foundation Support questions
Concrete piers, whether drilled or pressed, rely on end-bearing capacity at the bottom of the pier shaft. Steel helical piers use helix plates that develop capacity along the shaft as the helices advance through denser soil layers. Concrete piers are often preferred when bedrock is at accessible depth or when high compressive loads need to be transferred. Helical piers are preferred when bedrock is deep, when access is limited, or when both compression and tension capacity are needed. We evaluate which system is most appropriate for each site's conditions.
Yes. Properly designed and installed concrete piers are a permanent structural element. Reinforced concrete piers bearing on stable soil or rock provide a foundation support system with a service life exceeding that of the structure above.
Depth depends on the local geology. In Middle Tennessee's Nashville Basin, where limestone bedrock is relatively shallow in many areas, drilled piers may reach bearing in 10 to 20 feet. In areas with deep clay profiles, pressed concrete piers may be driven to refusal at 25 feet or more. Soil borings and local geotechnical knowledge inform the design depth for each site.
In some cases, yes. After the piers are installed and loaded, hydraulic equipment can apply upward force to the foundation, a process called lifting or pushing. How much recovery is achievable depends on the rigidity of the structure, how long it has been settled, and whether the framing can tolerate the stress of lifting without damage. We explain realistic recovery expectations during the evaluation.
A typical residential project with 4 to 8 piers takes two to four days. Larger projects or those in areas with difficult soil or access conditions take longer. We provide a project timeline with every proposal.
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.
Grout Injection for Foundation Voids
Voids beneath concrete slabs and foundations develop when soil erodes, compresses, or is washed away by water movement. An unsupported slab spanning a void will crack and sink as the concrete deflects under load. Grout injection, also called pressure grouting or slab grouting, fills these voids by pumping a cement-based grout through small-diameter ports drilled through the concrete. The injected grout flows into the void, fills it, and sets, restoring continuous soil support beneath the slab before structural damage can escalate.
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