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    Gary L. Seider P.E.: helical foundation design lessons for ground engineers

    May 18, 2026|

    Reviewed by Joe Ashwell

    Gary L. Seider P.E.: helical foundation design lessons for ground engineers

    First reported on Geoengineer.org – News

    30 Second Briefing

    Gary L. Seider, P.E., is retiring after nearly 40 years with A.B. Chance, where he was instrumental in developing helical pile and anchor systems that became core to Hubbell’s foundation solutions portfolio after its 1994 acquisition. His work helped formalise design methodologies, installation torque–capacity correlations and training standards for contractors and engineers using screw anchors in transmission, distribution and commercial foundation projects. Seider’s legacy is a mature, codified helical foundation practice that many US geotechnical and structural engineers now treat as a routine design option.

    Technical Brief

    • He led development of software-based design tools that automated torque–capacity checks and shaft/helix sizing.
    • Training programmes he ran for utilities and contractors emphasised field torque monitoring and installation log documentation.
    • Under his guidance, A.B. Chance test sites generated long-term load–displacement data for both tension and compression applications.
    • He promoted full-scale load testing on representative soils rather than relying solely on empirical torque correlations.
    • His work accelerated acceptance of screw anchors for overhead line foundations in soft ground where driven piles were impractical.

    Our Take

    Hubbell and the Chance brand appear in only a small subset of the 21 Geotechnical stories in our coverage, suggesting this profile of Gary L. Seider P.E. is part of a relatively specialised niche around helical anchor standards rather than mainstream project news.

    With nearly four decades of tenure at A.B. Chance, Seider’s career spans the period when helical anchor use expanded from utility and light foundations into broader geotechnical applications, so his leadership likely influenced how current standards and guidelines are framed for both structural and ground‑engineering practitioners.

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    Prepared by collating external sources, AI-assisted tools, and Geomechanics.io’s proprietary mining database, then reviewed for technical accuracy & edited by our geotechnical team.

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