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SKA Project, South Africa
Pile-group analyses using Repute were carried out in order to design the pile foundations for the individual dish structures and meet a very stringent rotational limit of 5 arc seconds (= 0.0014 degrees) under the dishes' operational conditions. Further details on the pile design may be found in the paper by Barnard & Vorster "Pile settlement design using continuous surface wave testing and modulus degradation" (Proc. 37th DFI Annual Conference on Deep Foundations, Houston, TX, USA, October 2012, pp. 57-63). |
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