The pretunnel method, a new Italian technology for full-face tunnel excavation: A numerical approach to design-Reference-Cited by-同舟云学术

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The pretunnel method, a new Italian technology for full-face tunnel excavation: A numerical approach to design

Published:1995-07 Issue:3 Volume:10 Page:367-374
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Peila D.,Oreste P.P.,Rabajoli G.,Trabucco E.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference14 articles.

1. Engineering Rock Mass Classification;Bieniawski,1989

2. Ground response curves for rock tunnels;Brown;J. of Geotechnical Engineering,1983

3. Reinforcing a rock zone for stabilizing a tunnel in complex formations;Grasso,1989

4. Underground Excavations in Rock;Hoek,1980

5. Design for grouted rock bolts based on the convergence control method;Indraratna;Int. J. of Rock Mech. Mining Sci. & Geomech.,1990

Cited by 12 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. Theoretical modeling of the pre-cutting system performance for the tunnel face stability in very weak rock masses;Transportation Geotechnics;2023-09

2. The Buoyancy of the Tunnel Segmental Lining in the Surrounding Filling Material and its Effects on the Concrete Stress State;Geotechnical and Geological Engineering;2022-10-10

3. An analytical solution for circular tunnels excavated in rock masses exhibiting viscous elastic-plastic behavior;International Journal of Rock Mechanics and Mining Sciences;2019-12

4. Studies on ground settlement and pre-arching stress of pre-cutting tunnelling method;Tunnelling and Underground Space Technology;2018-12

5. Rheological Behavior of Rockmass Supported with Rockbolts Based on Viscoelastic Analysis Method;Mathematics;2018-10-11

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