A quantitative analysis of the effect of end plate of fully-grouted bolts on the global stability of tunnel-Reference-Cited by-同舟云学术

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A quantitative analysis of the effect of end plate of fully-grouted bolts on the global stability of tunnel

Published:2021-08 Issue: Volume:114 Page:104010
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Cui Lan,Sheng Qian,Dong Youkou,Ruan Bin,Xu Dan-Dan

Funder

Chinese Academy of Sciences State Key Laboratory for Geomechanics and Geotechnical Engineering

Dalian University of Technology State Key Laboratory of Coastal and Offshore Engineering

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference26 articles.

1. Tunnelling under squeezing rock conditions;Barla,2001

2. Analytical and numerical study of the mechanics of rockbolt reinforcement around tunnels in rock masses;Carranza-Torres;Rock Mech. Rock Eng.,2009

3. Application of the convergence-confinement method of tunnel design to rock masses that satisfy the Hoek-Brown failure criterion;Carranze-Torres;Tunn. Undergr. Space Technol.,2000

4. New numerical procedures for fully-grouted bolt in the rock mass with slip and non-slip cases at the rock-bolt interface;Cui;Mater. Struct.,2019

5. A numerical procedure for the fictitious support pressure in the application of the convergence-confinement method for circular tunnel design;Cui;Int. J. Rock Mech. Min. Sci.,2015

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1. Considering creep in rock tunnelling with a combined support system: Theoretical solutions and machine-learning solver;Tunnelling and Underground Space Technology;2024-11

2. Semi-analytical Study for Cylindrical Tunnels Reinforced by Bolt-Grouting in Elastic–Brittle–Plastic Surrounding Rock Considering Nonlinear Seepage;Rock Mechanics and Rock Engineering;2024-02-15

3. Influence of arch shaped notch angle, length and opening on the failure mechanism of rock like material and acoustic emission properties: Experimental test and numerical simulation;Theoretical and Applied Fracture Mechanics;2023-06

4. Study on the influence of lining structure on seismic stability of deep buried tunnel based on FDM-DEM;2023-05-29

5. Experimental Study on Resin Anchoring with Reaming Bottom and Filling in Soft Rock;ACS Omega;2023-02-24

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