Earth Support Corp

Driven foundation piles installed to capacity, on schedule.

Pile Driving

We drive foundation piles to design capacity with production-rate efficiency, supporting structures on Boston's challenging ground. Pile types and installation criteria are engineered to the site's subsurface conditions.

Cross-section

Schematic cross-section of a driven foundation pile installed with an impact hammer to a competent bearing stratum in Boston soils.An illustrative section through a pile-driving operation. Above grade, an impact hammer and helmet sit atop a steel pile held in the rig leads. The pile is driven vertically from the surface down through urban fill and soft Boston blue clay and advanced to the dense glacial-till bearing stratum, where driving resistance (blow count) confirms capacity. The pile is then cut off and a cap is cast at grade. 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.

Kinds of piles
Steel H / pipe / precast
The pile materials we can drive.Steel H / pipe / precast chosen for load, drivability, and subsurface per the foundation design.
How deep piles go
30–120 ft
Typical driven depth to reach firm ground.Embedment to the bearing stratum; tip elevation governed by capacity, not a fixed depth.
Driving equipment
Impact / vibratory
The hammer used to install the piles.Impact / vibratory selected via wave-equation drivability analysis (e.g., GRLWEAP).
When a pile is done
≈ 5–20 blows/in at refusal
The rule that says a pile has reached capacity.Blow-count resistance to target depth; verified by dynamic/static testing where specified.

How it goes in

  1. 01

    Mobilize & lay out

    Rigs and piles are mobilized and the pile layout is surveyed to the foundation plan.

  2. 02

    Drive to criteria

    Piles are driven with an impact or vibratory hammer to the depth or resistance criteria set by the geotechnical engineer.

  3. 03

    Verify capacity

    Installation is documented and capacity is confirmed against the driving criteria (and dynamic testing where specified).

Equipment on this work

  • APE 200-6 vibratory driver / extractor

    APE 200-6

    Vibratory driver / extractor

  • Liebherr LR 1130 crawler service crane

    Liebherr LR 1130

    Crawler service crane

Equipment shown as illustrative renderings.

Where it fits

  • Deep foundations for new structures
  • Marine and waterfront foundations
  • Foundations in soft or filled ground
  • High-production foundation schedules

Frequently asked

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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