Helical Tieback Anchors for Severely Bowing Walls
Deep-anchored horizontal helical shafts pull your wall back and hold it, even in heavy Middle Tennessee clay.
On cost: $700–$1,200 per tieback.
Overview
Helical Tieback Anchors
When a basement or retaining wall has bowed beyond what I-beams or carbon fiber straps can adequately address, helical tieback anchors provide a stronger, deeper resistance point. The same helical plate technology used in our vertical foundation piers is adapted here for horizontal installation, the shaft is driven through the wall and into the surrounding soil at an angle, where the plates lock into native earth several feet away from the wall face. Helical tiebacks are particularly effective in the dense red clay soils of Rutherford and Williamson Counties, where the anchoring medium is cohesive and reliable.
A hydraulic drive head is positioned against the wall, and the helical shaft is rotated through a small cored hole at a slight downward angle into the soil outside. As the helix plates bite into undisturbed native soil, installation torque is monitored to confirm the anchor has reached its specified capacity. A bearing plate is then set against the wall face and tensioned against the shaft with a nut, pulling the wall slightly back as tension is applied. Multiple tiebacks are installed at prescribed spacing along the affected wall section. The system works in tension rather than compression, so the anchor capacity comes directly from the soil engagement of the helical plates rather than from any surface structure.
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 helical tieback anchors
Inspection and Anchor Layout
We assess wall deflection, crack patterns, and soil conditions outside the wall. Tieback locations are marked at heights and spacings calculated to address the specific bending profile of your wall.
Core Drilling Through the Wall
Small-diameter holes are cored through the foundation wall at each tieback location. The angle is set to drive the shaft into deeper, more competent soil, typically 5 to 15 feet beyond the wall face.
Helical Shaft Installation
The helical shaft is rotated into the soil using a hydraulic torque motor. Extension shafts are added until the helix plates are fully embedded at the target depth and torque readings confirm required capacity has been reached.
Bearing Plate and Tensioning
A steel bearing plate is set flush against the interior wall face over each shaft. A nut is torqued against the plate, drawing the wall toward the anchor and applying the designed restraint force.
Wall Position Verification
After all tiebacks are tensioned, we re-measure the wall at each anchor location to confirm the wall has moved the intended amount, or is now fully restrained at its current position.
Documentation and Warranty
Installation locations, torque logs, and final wall measurements are documented. Warranty terms are reviewed with you before we leave the site.
Helical tiebacks give us an anchoring option that goes well past the zone of soil that's already been disturbed by moisture and movement. When a wall has moved significantly and the clay outside is loaded up with water pressure, getting the anchor plates into undisturbed soil 10 or 12 feet out makes a real difference in how much resistance we can develop.
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
Helical Tieback Anchors questions
Traditional plate anchors use a buried steel plate connected to a wall plate by a rod, they require excavating a separate hole some distance from the house, burying the plate, and then pulling tension. Helical tiebacks are rotated continuously from the wall face outward, so there is no separate excavation pit needed. They also achieve capacity through the helical plates at depth rather than relying on a shallow buried plate.
Mostly yes. The shaft is driven from inside the basement through a cored hole, so no trench or pit is dug outside. The only surface disturbance is a small soil disturbance where the shaft exits, typically in a landscaped bed or near the foundation. We keep that disruption minimal and restore it before we leave.
Typical spacing is 4 to 8 feet on center depending on wall height and severity of movement. A 20-foot bowing wall section would commonly receive 3 to 5 tiebacks. The exact number comes from our engineer-informed calculation during the inspection.
Yes. For severely bowed walls, tiebacks are often used in combination with I-beams or carbon fiber straps, the tiebacks provide the primary lateral restraint while the I-beams or straps distribute load across the wall face. We design the combination based on what your wall actually needs.
Yes. Helical tiebacks are a standard stabilization method for failing block or poured concrete retaining walls. The installation process is similar, though approach angles and anchor depths are calculated differently for retaining wall geometry.
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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