This paper presented a case study on the deformation and stress characteristics of twin
tunnels induced by close distance earth pressure balance shield (EPBS) under-crossing in …

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 …

With the expansion of existing networks of underground system, many metro tunnels are
excavated in a pair undercrossing existing tunnels. The new excavations will affect the …

Recent research has shown that in a parallel twin-tunnel arrangement, the 2nd tunnel
generates greater settlement than the 1st tunnel as the soil between the two tunnels softens …

This paper performs a probabilistic-based analysis for evaluating the longitudinal responses
of the existing shield tunnel to the twin tunneling underneath. A deterministic model based …

In dense urban building environments, various adjacent construction projects will inevitably
occur during the large-scale construction of urban underground transportation projects …

This study tried to explore the ground movement induced by triple stacked tunneling (TST)
with different construction sequences. A case study in Tianjin, China was used to investigate …

This case report presents two pedestrian passages underneath an urban expressway with a
spacing of 0.5 m, which were constructed using rectangular pipe jacking technology in …

Tunnels may be constructed in a pair undercrossing existing geotechnical structures
exposed to cyclic loading. Such construction changes the stress state in the ground in …

The ground response, in terms of surface and subsurface displacements, to twin-bore
Crossrail tunnel construction beneath a research monitoring site in Hyde Park, London …