Tunnel–piled structure interaction: Numerical simulation of hybrid centrifuge tests

نویسندگان

چکیده

Tunnel excavation in urban areas causes ground movements that could damage existing nearby piled structures. Geotechnical centrifuge modelling has been widely used as a tool to study problems related tunnelling activities and its interaction with infrastructure systems. Recent hybrid tests using the Coupled Centrifuge-Numerical Modelling (CCNM) approach have provided high-quality experimental data of soil–piled structure interactions dry sand, demonstrating role stiffness on head load transfer among piles subsequent impact pile shaft resistance tunnel volume loss. This paper extends set finite element numerical analysis problem, providing additional insights into complex interactions. An advanced hypoplastic constitutive model was adopted for soil and, enable appropriate comparison results, conditions within were replicated numerically. Despite some discrepancies between particular limitations soil–pile interface model, results from simulations are shown broadly agree test data. Numerical explore effect settlements development radial stresses around piles, well stress paths at interface. These provide complement extend current understanding taking place.

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ژورنال

عنوان ژورنال: Computers and Geotechnics

سال: 2021

ISSN: ['1873-7633', '0266-352X']

DOI: https://doi.org/10.1016/j.compgeo.2021.104477