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  1. cyclinggeo

    Tangent / Secant/ Drilled Shaft wall Modelling in Lpile

    I'm not sure I'd use L-Pile for this. L-pile was originally developed for long-slender steel pipe piles offshore...additional research since then, but pretty specific to these constraints.
  2. cyclinggeo

    Resonant column testing

    Fugro Consultants in Houston, TX has a top notch lab and runs resonant columns routinely
  3. cyclinggeo

    slab on grade vs. spread footing

    Another approach may be to use a combination of over-excavation, use of a geotextile (fabric and/or grid), and backfilling with structural fill. Cheers, Z
  4. cyclinggeo

    L-Pile and Fixed vs Free Head Conditions

    What are your thoughts regarding large diameter shafts and using L-Pile? My understanding is that L-pile is more geared for "smaller" diameter shafts (slender elements). Any thoughts on the strain-wedge method of analysis? sdz
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