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Posted: Fri Dec 10, 2004 2:52 am Post subject: Daily Digest Thu Dec 9 23:00:02 2004
10 December 2004
Re.: Pile Cap design ---------------
Pile caps are generally analysed without taking into account any contribution of the soil below, as such soils, mostly backfilled soil, sometimes on reclaimed ground, may settle considerably, thereby transferring whatever load that the soil might have sustained to the piles. The design is best done with the help of strut-tie-modeling (STM)technique.
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