Push Pier Installation: Using Your Foundation's Weight to Find Bearing
Push piers work with the load your home already applies, driving steel pipe sections to competent soil and transferring your foundation's weight to them permanently.
On cost: Pricing depends on pier count, depth, and soil conditions. Schedule your free foundation inspection to find out exactly what your repair will cost.
Overview
Push Pier Installation
Push piers, also called resistance piers or hydraulic push piers, are steel pipe sections driven vertically into the ground beneath a settling foundation using the building's own weight as the hydraulic driving reaction force, meaning the home's weight pushes back against the pier to give the hydraulic ram something solid to drive against. A drive bracket is seated against the underside and face of the foundation footing; a hydraulic ram then pushes a 2.875-inch or 3.5-inch steel pipe section down through the bracket and into the soil. As each section is driven, the next is added above it, and driving continues until the pipe reaches refusal, the depth at which soil resistance equals the applied hydraulic force. At that point, the bracket is secured to the pier shaft, and the hydraulic system is reconfigured to lift mode, raising the foundation back toward its original elevation. Push pier systems are among the most widely used foundation stabilization methods for settled residential foundations because they confirm load capacity through the driving process, require minimal excavation, and are cost-effective at scale.
A drive bracket is mounted to the foundation footing at each pier location. A hydraulic ram seated on the bracket drives steel pipe sections through it and into the soil below, one section at a time. The building's weight holds the bracket in place and provides the reaction force the ram works against. When driving force equals the applied load from the structure, the pile has reached refusal in competent soil. The hydraulic circuit is then shifted to lift mode: synchronized jacks at each pier location pressurize together, applying upward force to the foundation and raising it toward its original grade. Brackets are locked at the target elevation, and the pits are backfilled.
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 push pier installation
Inspection and Pier Layout
Foundation deflection, load conditions, and the extent of affected wall sections are assessed. Pier locations and spacing are determined to ensure each pier carries an appropriate share of the total load.
Excavation to Footing
A small pit is hand-dug at each pier location to expose the foundation footing. The footing's underside and face are the bearing surfaces for the drive bracket.
Drive Bracket Installation
A steel drive bracket is positioned against the footing and secured. The bracket is engineered to transfer the driving force from the hydraulic ram to the pier shaft without damaging the footing concrete.
Hydraulic Driving to Refusal
The hydraulic ram drives steel pipe sections through the bracket one at a time. Each section is connected to the previous with a sleeve coupler. Driving continues, with sections added, until resistance equals the driving force, confirming the pier has found competent bearing material.
Synchronized Lift
All pier locations are connected to a manifold and pressurized simultaneously. The foundation rises toward its original elevation at a controlled rate. Elevation measurements at multiple reference points are taken throughout the lift.
Lock-Off, Backfill, and Documentation
Brackets are locked at target elevation and jacks removed. Pits are backfilled and compacted. Driving logs, final elevations, and warranty documentation are provided.
Push piers are a workhorse system. On a typical residential foundation with real load on it, driving to refusal with the building's own weight and then lifting it, you've confirmed capacity through the installation itself. That's a solid way to work.
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
Push Pier Installation questions
Push piers are driven by hydraulic force using the building's weight as a reaction. Helical piers are rotated into the ground and reach bearing through torque confirmation. Push piers require a heavily loaded foundation to drive; helical piers work at any load level. Helical piers are preferred when access is tight, load is low, or the soil profile benefits from a rotated installation.
Push piers are driven to refusal, the depth where soil resistance matches the applied driving force, rather than to a specified depth. In Middle Tennessee's clay and bedrock profiles, refusal typically occurs between 20 and 40 feet, though the actual depth varies widely by site.
Partial to full lift is achievable in most cases. The synchronized lift phase applies upward force to the foundation and raises it toward its original grade. The amount of recovery depends on the stiffness of the structure above, how long the settlement has been occurring, and whether the framing has adjusted to the settled position. Realistic recovery goals are discussed during the inspection.
Minimal. Pits at each pier location are approximately 2 by 2 feet and excavated by hand. The hydraulic equipment operates from the surface without heavy excavation. Pits are backfilled and graded before we leave. Landscaping near the foundation may need minor restoration.
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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