Earth Support Corp

High-capacity drilled foundations socketed to bedrock.

Drilled Shafts

We install drilled shafts — augered, cased, and rock-socketed — for high-capacity foundations where heavy column loads must reach competent strata or bedrock with low vibration near adjacent structures.

Cross-section

Schematic cross-section of a drilled shaft cased through soil and socketed into argillite bedrock, with a reinforcing cage and concrete.An illustrative section through a drilled-shaft (bored pile) foundation. From grade, a large-diameter shaft is drilled and supported by temporary casing through urban fill and Boston blue clay. Below the casing the bore is advanced through glacial till and socketed a reduced diameter into argillite bedrock. A full-length reinforcing cage is set, and the shaft is concreted from the base up, displacing any drilling slurry to form a sound continuous shaft that carries load by side resistance and end bearing on rock. Subsurface bands from top to bottom are urban fill, Boston blue clay, glacial till, and argillite bedrock. Schematic only, not to scale, pending professional-engineer review.Urban FillBoston Blue ClayGlacial TillArgillite / Bedrock
Schematic — illustrative, not for construction; pending PE review.

Callouts

Select a numbered part below to read what it is and what it does.

Typical spec

Plain-language view of the same typical ranges.

Shaft width
24–72 in
Diameter of the drilled foundation.Diameter sized for axial/lateral demand; reduced socket diameter common below the casing.
How deep it goes
30–100+ ft
Typical depth to competent rock.Length set to reach socket elevation; side + base resistance develop the capacity.
Keyed into rock
Into argillite/bedrock
The shaft is drilled into bedrock.Socket length from rock side-shear & end bearing; cores/probes confirm rock quality.
How much it holds
≈ 200–1,000+ tons
Designed for very heavy column loads.High allowable capacity from rock socket; design vs service loads checked, FoS applied.

How it goes in

  1. 01

    Drill & case

    The shaft is augered and temporary casing is set as needed to stabilize the bore through fill and clay.

  2. 02

    Socket into rock

    The bore is advanced into glacial till or socketed into bedrock to develop end bearing and side resistance.

  3. 03

    Place rebar & concrete

    A reinforcing cage is set and the shaft is concreted, displacing any slurry to produce a sound, continuous shaft.

Equipment on this work

  • Klemm KR 806-3GS limited-access anchor & micropile drill

    Klemm KR 806-3GS

    Limited-access anchor & micropile drill

Equipment shown as illustrative renderings.

Where it fits

  • Heavily loaded columns and towers
  • Foundations requiring rock sockets
  • Low-vibration installation near neighbors
  • Bridge and infrastructure foundations

Frequently asked

Related projects

Illustrative tear sheets — example case studies pending verification.

Ready to scope your foundation?

Tell us about the project and we'll put together a detailed quote within 3 days. We generally work with general contractors.

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