Reliability analysis of deep pressurized tunnels excavated in the rock mass with rheological behavior-Reference-Cited by-同舟云学术

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

Published:2024-03 Issue: Volume:45 Page:101212
ISSN:2214-3912
Container-title:Transportation Geotechnics
language:en
Short-container-title:Transportation Geotechnics

Author:

Zaheri Milad^ORCID,Ranjbarnia Masoud,Oreste. Pierpaolo

Publisher

Elsevier BV

Reference41 articles.

1. Brown, E., Bray, J. Rock-support interaction calculations for pressure shafts and tunnels. 1982 Paper presented at the ISRM International Symposium.

2. Analytical Solutions for Deep-Buried Lined Tunnels Considering Longitudinal Discontinuous Excavation in Rheological Rock Mass;Chu;J Eng Mech,2020

3. Analytical Solution for Lined Circular Tunnels in Deep Viscoelastic Burgers Rock Considering the Longitudinal Discontinuous Excavation and Sequential Installation of Liners;Chu;J Eng Mech,2021

4. Probabilistic Stability Analysis of Deep Rock Tunnel Excavated by Mechanized Tunneling Considering Anisotropic Initial Stresses;Do;Appl Sci,2022

5. Time-Dependent Reliability Analysis of Deep Tunnel in the Viscoelastic Burger Rock with Sequential Installation of Liners;Do;Rock Mech Rock Eng,2020

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Analytical Model of Mechanical Responses of Circular Tunnels Considering Rheological Behavior of Surrounding Rock and Functionally Graded Lining;Applied Sciences;2024-08-23

2. Optimization-Based Fuzzy System Application on Deformation of Geogrid-Reinforced Soil Structures;International Journal of Computational Intelligence Systems;2024-06-24

3. Creation of regression analysis for estimation of carbon fiber reinforced polymer-steel bond strength;STEEL COMPOS STRUCT;2024

4. An analytical–numerical method for the hydraulic–mechanical coupling analysis of time-dependent behavior of pressurized tunnels: Impact of an excavation damaged zone;Computers and Geotechnics;2024-06