Michael Devriendt
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View article: Open-face tunnelling effects on non-displacement piles in clay – part 1: centrifuge modelling techniques
Open-face tunnelling effects on non-displacement piles in clay – part 1: centrifuge modelling techniques Open
A research programme conducted at the University of Cambridge geotechnical centrifuge provided high-quality data on the interaction effects of open-faced tunnelling beneath non-displacement piles in clay. This paper presents details of the…
View article: Open-face tunnelling effects on non-displacement piles in clay – part 2: tunnelling beneath loaded piles and analytical modelling
Open-face tunnelling effects on non-displacement piles in clay – part 2: tunnelling beneath loaded piles and analytical modelling Open
Results from centrifuge modelling of tunnelling beneath loaded non-displacement piles in clay are presented in this paper; the principal variables were soil strength, pile loading and pile position relative to the tunnel. The details of th…