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This document discusses the development of negative skin friction on a large pile group supporting the eastern arch base of the new Wembley Stadium in London. Long-term monitoring over two years showed consolidation of a 9m thick clay fill and underlying London Clay led to negative skin friction on the pile group. Finite element modeling was used to back analyze the pile group behavior. The modeling showed the upper weathered London Clay, which experienced rapid initial settlement, had relatively high perme

Author

Med El Hadi Abidi

Language

EN