In urban areas, engineers often need to assess tunnelling-induced displacements of piled
structures and the resulting potential for damage. This paper presents an elastic study of …

Tunnel construction is vital for the development of urban infrastructure systems throughout
the world. An understanding of tunnelling-induced displacements is needed to evaluate the …

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 …

The prediction and control of the ground settlement induced by shield tunneling in
compound strata is a crucial challenge for tunnel excavation. In this regard, a finite element …

This paper presents an assessment of the influence of the lagging distance between two
horizontal tunnel faces of the side-by-side twin tunnels on the responses of the adjacent …

This study investigates the response of piled buildings to shield tunnelling in soft ground
based on both a case history and numerical modelling. The findings indicate that building …

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

Tunnelling under the foundations of structures is becoming more common because of the
lack of available space for infrastructure, both above and below ground. The interaction …

Abstract Development of underground transportation systems often involve twin tunnels,
which may encounter existing pile groups during construction. Since many previous studies …

In this study, an approach to estimate three-dimensional ground displacements induced by
shield tunneling is proposed by using the superposition method, advocating consideration of …