Seepage induced by the difference of hydraulic head between the ground and the shield's
chamber will adversely affect the stability of tunnel face when tunnels are excavated through …

The macroscopic phenomena and microscopic origin of penetrative migration and retention
of fine particles in porous skeleton under the action of seepage are not yet clear. Migrating …

The inclined layered stratum is often encountered in the geological and geotechnical
engineering. The stability of the tunnel face in inclined layered stratum plays an important …

Interfacial seepage on soil-structure interface is common in water-related engineering, such
as dam, culvert, water tunnel, foundation pit, etc. As a weak part in the project, seepage …

The stability of the tunnel face has been an important issue investigated by many scholars.
To fully study the failure evolution of tunnel face and the hydro-mechanical behavior of …

Filter layers are extensively employed in dam structures as a mitigation method against
internal erosion, which facilitates the interlocking and clogging of the suffused base soil due …

Pipeline leakage is a frequent phenomenon in subway construction and has contributed to
numerous underground collapses. In this study, the failure behavior of composite strata (ie …

Suffusion refers to the process of fine particles carried away from a coarser soil matrix by
seepage flow. Numerical simulations of coupled fluid–solid methods are wildly used in …

In this paper, an analytical-numerical method is presented to study the long-term behavior of
pressurized tunnels. In this regard, the pressurized tunnel construction is simplified into …

Submarine landslides constitute a crucial area of interest in the fields of geotechnical and
oceanic research. These events are often simplified as a granular collapse process that …