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Concreting a Test Pile - How to Ensure Steel Rebar Cage Does Not Shift 1. Surface soil is too weak to support the structure. 2. Loads are very high, so need to be transfer to the hard strata. 3. The site has poor drainage or chances of waterlogging is too high 4. There is need to resist uplift or lateral forces as in bridges. Captured in the footage is an active job site in Zimmerman🇰🇪 #PileFoundations #UsidanganyweNaFundi #AskFOS #PileRig #Piling | FOS Engineering Solutions
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