Dewatering using a combination of waterproof curtain and pumping wells is commonly
adopted to ensure the stability of foundation pits in multi-aquifer strata. However, dewatering …

The study of waterproof-resistant slab minimum safety thickness for water inrush geohazards
is of great significance during the design and construction phase of tunnel engineering …

The mechanism of lagging water inrush in underground tunnel constructions due to the
proximity of a karst cavern with confined water is investigated via large-scale physical three …

High-velocity non-Darcy flow produced larger drawdown than Darcy flow under the same
pumping rate. When the non-Darcy flow caused by curtain met non-Darcy flow caused by …

With the rapid increase of tunnels built in karst fissure strata, much more problems appeared
during the construction process. Based on the Liangwangshan Tunnel, this article presents …

A large air shaft engineered between the Olympic Sports Center Station and Century
Avenue Station of the Lanzhou Metro Line one, China, occurred in strong permeable sandy …

It is well known that water inrush during excavation is one of the greatest challenges in
modern underground engineering. However, the fracture propagation and inrush …

Foundation dewatering combined with a waterproof curtain is widely applied to ensure the
safety of the foundation pit in areas with multi-aquifer–aquitard alternative strata. The buried …

Seepage failures are frequently encountered in deep excavation owing to the strong
demand of underground space projects, which triggers serious geo-disasters and numerous …

The deformation of a deep foundation pit in Ulanqab city was analyzed by in situ monitoring
and numerical simulation data. First, a limit equilibrium method was used to evaluate the …