Bilateral deep foundation pit excavation would cause the stress redistribution and large
deformation of the adjacent tunnel, and even induce the lining structure cracking. This paper …

Responses of a substructure adjacent to deep excavations are complex, especially when
the substructure is connected to the supporting systems of the excavations. In this study, a …

Although an appropriate construction method contributes to minimizing the excavation-
induced impact on existing facilities, few studies have focused on the comparison and …

Construction of an underground complex in congested urban areas calls for excavation of a
group of foundation pits, referred to as a pit complex, which are usually surrounded by …

A probabilistic method is proposed for conducting groundwater-related hazard assessments
that are useful for the risk management of deep excavations in saturated soils in urban …

In this work, the distinct lattice spring model (DLSM) is further developed for handling
practical geotechnical problems. The Zienkiewicz-Pande (ZP) constitutive model is …

Due to the great uncertainty and complexity in the underground environment, precious risk
perception in underground construction is a highly challenging problem. Excessive false …

Adjacent engineering activities affect existing tunnels in service, causing safety concerns.
Many studies have focused on single excavations overlying or parallel to adjacent existing …

In urban environments, temporary excavation support systems (ESSs) are intensively
recommended during the construction process of structures with underground levels to …

Security of metro tunnels is extremely important, but the influence of new underground
construction on existing tunnels has become more and more important. To control the …