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- Users: Grad1
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Lateral deflection of raked/batter piles
Thanks Ron, already did that - only note that in my case, the pile was fixed at the top (at seating beam) and pinned at the bottom (at rock bearing) and thus a propped cantilever with similar surcharges as you suggested. You mentioned other ways of approaching the problem, I would be very...- Grad1
- Post #3
- Forum: Geotechnical engineering general discussion
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Lateral deflection of raked/batter piles
Dear Sirs, I am curious to know if there is a reliable way of modelling (by hand-preferably) the bending moment response of a batter pile due to induced deflections resulting from consoliation settlements in a layer of soft material(6-7m deep) below an embankment (6-7m high) which has been...- Grad1
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- Forum: Geotechnical engineering general discussion
