To explore the internal force and deformation response law of the Hangzhou subway shield
segment under the influence of the excavation and unloading of the side foundation pit, the …

Excavating and unloading a foundation pit cause deformation or even destruction of any
existing adjacent tunnel. In construction projects, isolation piles are often set between the …

In order to research the theory for the variety of transverse forces of the adjacent shield
tunnels caused by foundation pits excavation, the effect mechanism of foundation pit …

This paper proposes an elastic solution for evaluating tunneling-induced vertical ground
displacements due to the restraint of embedded isolation piles. Based on the modified …

This paper presents an isolation pile–soil lateral interaction model that considers not only
the relative linear sliding at the pile-soil interface but also the pile group–soil interaction. The …

Excavations near an existing tunnel are often encountered in underground construction. The
influence of the excavation on the adjacent tunnels is not yet fully understood. This study …

This paper presents a simplified elastic continuum method for calculating the restraint effect
of isolation piles on tunneling-induced vertical ground displacement, which can consider not …

As the rapid development of urbanisation, the available land resource is getting gradually
limited. In correspondence, underground constructions become popular and the influence of …

This paper investigates the use of a protective pile row barrier to mitigate the risk due to a
deep excavation in soft soils adjacent to an existing tunnel. The study includes two reduced …

Excavating a foundation pit close to a tunnel will unavoidably impact the nearby soil,
causing the tunnel to shift and deform. Examining the longitudinal displacement and …