Calculating of the tunnel face deformations reinforced by longitudinal fiberglass dowels: from analytical method to artificial intelligence
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 …
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
Tunnels embedded in soft rock masses experience time-dependent behaviour, and
designing an appropriate supporting system is a challenging task. This condition can be …
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 …
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
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 …
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
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 …
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
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 …
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 …
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 …
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 …
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 …
direct shear tests were conducted. Then the particle flow model was established with PFC3D …