Calculating of the tunnel face deformations reinforced by longitudinal fiberglass dowels: from analytical method to artificial intelligence

LI Chuanqi, M Zaheri, M Ranjbarnia… - Transportation Geotechnics, 2023 - Elsevier
Deformation calculation of the reinforced tunnel is always the key and difficult problem in
tunnel support design. To achieve simple and rapid tunnel performance evaluation, this …

Analytical and numerical simulations to predict the long-term behavior of lined tunnels considering excavation-induced damaged zone

M Zaheri, M Ranjbarnia, M Goudarzy - Rock Mechanics and Rock …, 2022 - Springer
Tunnels embedded in soft rock masses experience time-dependent behaviour, and
designing an appropriate supporting system is a challenging task. This condition can be …

Long-term analysis of tunnels in rheological rock masses considering the excavation-damaged zone

M Zaheri, M Ranjbarnia - International Journal of Geomechanics, 2023 - ascelibrary.org
According to the excavation methods of tunneling, a damaged zone may be developed in
the rock mass around the tunnel, the mechanical properties of which can be significantly …

New analytical approach to simulate the longitudinal fiberglass dowels performance installed at the face of a tunnel embedded in weak and weathered rock masses

M Zaheri, M Ranjbarnia, D Dias - Computers and Geotechnics, 2023 - Elsevier
A new theoretical method is proposed to simulate the fiberglass dowels performance in the
confinement of the tunnel face in weak rock masses. In this method, to find the stress …

Predicting long-term displacements of deep tunnels using an artificial neural network optimized by sand cat swarm optimization with Chebyshev map

M Zaheri, C Li, M Ranjbarnia, D Dias - Environmental Earth Sciences, 2024 - Springer
Long-term tunnel displacement prediction is of great engineering significance to tunnel
maintenance and hazard warning. To that end, this paper provides a novel combination idea …

[HTML][HTML] Reliability analysis of deep pressurized tunnels excavated in the rock mass with rheological behavior

M Zaheri, M Ranjbarnia, P Oreste - Transportation Geotechnics, 2024 - Elsevier
Abstract Design of pressurized tunnels in rock masses which have a time-dependent
behavior is a challenging task. On the one hand, time-dependent behavior not only imposes …

A new type of rockbolt model in 3D FDEM and its application to tunnel excavation

C Du, Y Cheng, Q Liu, Z Cheng, Y Liu, Y Lu… - … and Underground Space …, 2025 - Elsevier
Rockbolt is a common support method in underground tunnel engineering, used to enhance
the strength of rock mass and improve the stability of surrounding rock. In this paper, the …

Theoretical and numerical analyses of squeezing rock mass around a spherical opening considering the existence of a damaged zone

M Zaheri, M Ranjbarnia - Amirkabir Journal of Civil Engineering, 2023 - ceej.aut.ac.ir
If an underground opening is excavated using the drill and blast method, an excavation
damaged zone (EDZ) will appear around the opening in which it's mechanical and creep …

An analytical–numerical method for the hydraulic–mechanical coupling analysis of time-dependent behavior of pressurized tunnels: Impact of an excavation damaged …

M Zaheri, M Ranjbarnia - Computers and Geotechnics, 2024 - Elsevier
The issue of pressurized tunnels has been sufficiently investigated in the literature;
nevertheless, the long-term behavior of the problem, which is the case in very squeezing …

[PDF][PDF] Transportation geotechnics

D Li, J Hyslip, T Sussmann, S Chrismer - 2016 - tarjomefa.com
abstract To study the mechanical behavior of crushed rock aggregate, a series of large-scale
direct shear tests were conducted. Then the particle flow model was established with PFC3D …