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This document summarizes the results of a full-scale trial examining the use of fracture grouting to mitigate settlements of wooden pile foundations during tunnel construction. The trial involved installing an array of tubes-à-manchette (TAMs) beneath pile foundations representing typical Amsterdam structures. Monitoring instruments were used to track vertical pile movement during TAM installation, pre-conditioning, tunnel boring machine (TBM) passage, and post-grouting. Results showed TAM installation via

Author

Harold Taylor

Language

EN