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We have a situation in our site where we were not able to complete the concreting of a bored pile of 1m dia(bored using DMC method) due to some mechanical problem.The sounding depth was about 18m from GL(concreting was done for about 7m) and the pile was supposed to carry a load of around 220 tonnes.Please advise me on whether to reject the pile or to allow the concreting after flushing and decide on the fate of the pile after testing the pile(static load test).
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Subject:
DMC pile 
