Existing models on the stress distribution around deep buried tunnels pay little attention to
the impact of rock-liner interaction and seepage variation. The conventional solution for …

The investigation of safe mud pressure window of horizontal wellbore drilled in the saturated
rock by accounting for the combined effect of anisotropy and uncertainty is the main purpose …

This work aims to develop a closed-form solution of stress state around wellbore drilled in
the anisotropic permeable rocks taking into account the transient effect of fluid flow. For this …

Continuous field monitoring during drifts excavation at the Meuse/Haute-Marne
Underground Research Laboratory showed anisotropic hydromechanical responses, which …

This work aims at studying the fracture initiation pressure of a horizontal wellbore drilled in
an anisotropic poroelastic medium based on an analytical model. Using the complex …

High-pressure groundwater brings great challenges to the construction of mountain tunnels.
Hence, controlling and discharging groundwater are two key problems that must be …

The triaxial compression tests under different hydraulic pressures and low confining
pressure were carried out to study the hydraulic pressure effect on the mechanical …

With the rapid development of urban underground space, the construction of shield-driven
cross-river twin tunnels is increasing, and the complex hydro-mechanical coupling effects …

This paper aims at deriving a closed‐form solution for deep lined tunnels within a saturated
anisotropic poro‐elastic medium. The derivation of the solution is carried out with the …

Asymmetric blockage of drainage systems occasionally occurs, which seriously threatens
the safety of tunnel operation. Based on theoretical analysis, a calculation expression of …