AEO Answer · Structural

What Are Drilled Piers and Caissons, and When Are They Used?

By Jeremy Mills, CEO & Founder, Apex Grid Engineering — USAF Veteran. · Updated 2026-09-15

Drilled piers (caissons) are cast-in-place deep foundations formed by drilling a shaft to a suitable bearing stratum, placing reinforcement, and filling it with concrete. They carry structural loads past unsuitable surface soils to competent material below, handling compression, uplift, and lateral loads. Engineers specify them where shallow foundations are inadequate — weak, expansive, or variable soils — or where low noise and vibration rule out driven piles.

I'm Jeremy Mills, CEO & Founder of Apex Grid Engineering and a U.S. Air Force veteran. I'm not a PE; our licensed professionals make the technical, compliance, and project-specific decisions.

Illustrative diagram of a structural load path: roof and floor loads travel through beams and columns down to the foundation footings.

The concise answer

A drilled pier is conceptually simple: a reinforced concrete column built in the ground, bearing on a soil or rock layer strong enough to carry the building. The shaft can be straight or belled — widened at the bottom — when the bearing layer rewards the extra end area. Skin friction along the shaft adds capacity too, and the geotechnical engineer tells us how much of each to count on. That combination — end bearing plus side friction — is what lets a single pier carry loads that would need an enormous footing. The when is driven by the ground and the neighbors. Expansive clays that move with moisture changes, uncontrolled fill, loose sands, and sites with a high water table over weak soils are the classic triggers — anywhere shallow foundations would settle, heave, or just not find bearing. The neighbor factor is the other half: drilled piers install with a drill rig, not a pile hammer, so they go in quietly next to hospitals, schools, existing structures, and occupied buildings where driven piles would be a non-starter. When both the soils and the setting point the same direction, the choice is straightforward.

From drill rig to concrete: what construction really involves

The method follows the ground conditions. In stable soils, the rig drills an open hole, the cage goes in, and concrete follows — simple and fast. Where soils cave, the hole is drilled through temporary steel casing that holds the walls open until the concrete is placed. Below the water table or in unstable ground, drilling fluid keeps the hole stable and is displaced by the concrete as it's placed from the bottom up. Each method is a response to what the geotechnical report predicted, which is why surprises in the ground become change orders: the method has to change with the conditions. The reinforcing cage is a full structural element, not a token gesture — it handles uplift, lateral loads, and the bending that comes with them, plus the handling stresses of being lifted into the hole. Concrete placement matters as much as the mix: it's placed from the bottom of the shaft upward so slurry, water, and loose material are pushed out ahead of it rather than trapped in the pier. Contaminated concrete at the base of a pier is a capacity problem hiding underground, which is why inspection during drilling and concreting is part of the design, not an add-on. Depth verification, base cleanliness, and integrity testing confirm the pier in the ground matches the pier on paper.

What drives the design and the cost

Depth to the bearing stratum is the first cost driver — deeper piers mean more drilling, more concrete, more steel, and more time. Groundwater and caving soils add the second layer: casing or slurry methods cost more than open-hole drilling and slow the production rate. Lateral and uplift demands add steel to the cage and sometimes diameter to the shaft. And access matters — the rig needs to reach every pier location, which on tight urban sites can dictate the equipment and the sequence. None of this is guessable from the surface, which is why the geotechnical investigation comes before the foundation design and not after. A thorough investigation with borings at the actual pier locations pays for itself by eliminating the unknowns that become claims. Schedule risk concentrates in the unknowns below grade. Obstructions — old foundations, buried debris, boulders — slow or stop a drill rig, and every lost day on the rig is expensive. Confirming boring coverage at every pier location before finalizing the design is the cheapest schedule insurance on a drilled-pier job, and I treat it as non-negotiable.

  • Depth to bearing: the bearing stratum's depth sets drilling time, concrete volume, and steel length
  • Groundwater and caving soils: casing or slurry methods cost more than open-hole drilling
  • Belled vs. straight shaft: bells add end-bearing capacity where the soil rewards the extra excavation
  • Lateral and uplift demands: wind, seismic, and expansive soils put steel — and sometimes diameter — into the design
  • Rig access: tight sites dictate equipment size, sequencing, and production rates
  • Testing and inspection: depth verification and integrity testing confirm the built pier matches the design

What else do project teams ask?

What's the difference between a drilled pier and a driven pile?
Installation. A drilled pier is cast in place in a drilled hole; a driven pile is manufactured elsewhere and hammered or vibrated into the ground. Drilled piers suit low-vibration sites and let the bearing conditions be confirmed during drilling. Driven piles suit sites where driving is practical, the noise and vibration are acceptable, and production speed matters.
How deep do drilled piers go?
To the bearing stratum the geotechnical engineer identifies — that's site-specific, not a standard number. The report also flags groundwater and caving conditions that determine the drilling method, so depth and method get designed together from the investigation.
Can drilled piers be installed next to an existing building?
That's one of their strengths — minimal vibration compared with driven piles. The design still accounts for excavation stability at the property line and any temporary shoring or underpinning the adjacent structure needs. Low vibration doesn't mean no engineering at the boundary.
What should I send for an initial review?
Send the project address, plain-language scope, current drawings, existing-condition records, relevant calculations or comments, schedule, and the authority or code information already available. The responsible engineer will identify gaps.

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