Water flow into tunnels in discontinuous rock: a short critical review of the analytical solution of the art

H Farhadian, A Nikvar-Hassani - Bulletin of Engineering Geology and the …, 2019 - Springer
Indeed, determination of groundwater inflow into tunnels, especially in discontinuous rock
masses, is still one of the most challenging issues faced by tunneling experts, which may …

[HTML][HTML] New empirical model to evaluate groundwater flow into circular tunnel using multiple regression analysis

H Farhadian, H Katibeh - International Journal of Mining Science and …, 2017 - Elsevier
There are various analytical, empirical and numerical methods to calculate groundwater
inflow into tunnels excavated in rocky media. Analytical methods have been widely applied …

Analytical solution for estimating groundwater inflow into lined tunnels considering waterproofing and drainage systems

J Liu, X Li - Bulletin of Engineering Geology and the Environment, 2021 - Springer
When estimating groundwater inflow into lined tunnels in water-rich regions, waterproofing
and drainage systems (WDS) are usually ignored or not fully considered in existing …

Geological hazards in tunnelling: the example of Gelas water conveyance tunnel, Iran

Z Maleki, H Farhadian… - Quarterly Journal of …, 2021 - pubs.geoscienceworld.org
The characterization of geological hazards is of great importance in underground space
and, in particular, tunnelling projects because it plays a crucial part in the selection of the …

Assessment of the optimum depth of sealing cutoff walls in the clay core of Peygham-Chay dam

H Farhadian, Z Maleki, SA Eslaminezhad - Journal of Hydraulic …, 2021 - jhs.scu.ac.ir
Seepage is one of the most substantial factors in the embankment dams design. The Cutoff
wall method is the ideal construction solution for controlling flow through the foundation of …

[PDF][PDF] Suitable location of sheet pile under dam resting on sandy soil with cavity

L Aziz, M Abdallah - Kufa Journal of Engineering, 2018 - iasj.net
This research describes the seepage characteristics of experimental model test of dam with
cutoff located at different region (at dam heel, at mid floor of dam, and at dam toe). It is …

Model dimension effect in DEM and FEM simulations for assessment of water inflow into a tunnel

H Farhadian, MH Salehzadeh… - ARMA US Rock …, 2021 - onepetro.org
One of the critical problems in tunneling practices is the inflow of water into tunnels. The
most significant difficulties resulted from water inflow to tunnels, include reduction of rock …

Hydraulic Response to Geometry: Finite Element Modeling of Underground Spaces in Saturated Environments

H Farhadian, Z Gholami - Journal of Hydraulic Structures, 2024 - jhs.scu.ac.ir
Tunneling operations face a significant challenge in managing water inflow into excavated
underground spaces, primarily initial or excavating caused discontinuities in tunnel walls …

A comparative study on the prediction of squeezing behavior: a case study of Gelas tunnel—NW Iran

Z Maleki, H Farhadian, E Rahimi - Arabian Journal of Geosciences, 2022 - Springer
The particular situation of the Gelas water conveyance tunnel led this study to evaluate
squeezing behavior along the second part of the tunnel in northwestern Iran. This section of …

Input data: geology and hydrogeology

L Scesi, P Gattinoni, SL Russo - Handbook on Tunnels and …, 2022 - taylorfrancis.com
During the underground work design, the first step in characterizing the behaviour of the
materials involved in the excavation (rock masses and/or soils) consists in defining the …