The current design practice for predicting the interaction mechanics for tunnel-soil-pile is
generally based on Winkler's foundation, which is subject to some important limitation, such …

Pile's excessive internal forces and displacements induced by adjacent tunnelling can
cause serious serviceability problems for infrastructure aboveground, emphasizing the …

The pile responses induced by adjacent tunnel excavation have been a hot research topic in
geotechnical engineering. Tunnel excavation may exert disturbance to the surrounding soil …

The response of pile groups and piled structures to vertical and tunnelling-induced loads is
studied. A two-stage model is adopted that can efficiently consider external actions …

Le travail de thèse présenté dans ce mémoire vise à analyser et à comprendre les
mécanismes mis en jeu au niveau de l'impact du creusement d'un tunnel par bouclier à front …