Reliability Considerations in Analysis of Tunnels in Squeezing Rock

Springer Series in Reliability Engineering - Advances in RAMS Engineering ◽

10.1007/978-3-030-36518-9_10 ◽

2019 ◽

pp. 237-257

Author(s):

G. Venkatachalam ◽

Mallika Sreedharan ◽

A. Srividya

Keyword(s):

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Visco-Plastic Behaviour around Advancing Tunnels in Squeezing Rock

Rock Mechanics and Rock Engineering ◽

10.1007/s00603-007-0137-8 ◽

2007 ◽

Vol 42 (2) ◽

pp. 319-339 ◽

Author(s):

D. Sterpi ◽

G. Gioda

Keyword(s):

Plastic Behaviour ◽

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Gotthard Base Tunnel Sedrun section mastering squeezing rock zones

Underground Space Use. Analysis of the Past and Lessons for the Future ◽

10.1201/noe0415374521.ch42 ◽

2005 ◽

Author(s):

Heinz Ehrbar

Keyword(s):

Gotthard Base Tunnel ◽

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Real behavior of shotcrete primary lining in squeezing rock mass: The experience at the Brenner Base Tunnel

Tunnels and Underground Cities: Engineering and Innovation meet Archaeology, Architecture and Art ◽

10.1201/9780429424441-453 ◽

2019 ◽

pp. 4279-4288

Author(s):

L. Ziller ◽

S. Fuoco

Keyword(s):

Rock Mass ◽

Real Behavior ◽

Squeezing Rock ◽

Brenner Base Tunnel

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Discussions About Tunnels Accidents Under Squeezing Rock Conditions and Seismic Behavior: Case Study on Bolu Tunnel, Turkey

Innovative Solutions for Soil Structure Interaction - Sustainable Civil Infrastructures ◽

10.1007/978-3-030-34252-4_2 ◽

2019 ◽

pp. 13-24

Author(s):

Marcio Avelino de Medeiros ◽

Moisés Antônio Costa Lemos

Keyword(s):

Seismic Behavior ◽

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Viscoplastic models for the analysis of tunnel reinforcement in squeezing rock conditions

Numerical Methods in Geotechnical Engineering ◽

10.1201/b10551-150 ◽

2010 ◽

pp. 835-840

Keyword(s):

Viscoplastic Models ◽

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Polyaxial strength criterion and closed-form solution for squeezing rock conditions

Journal of Rock Mechanics and Geotechnical Engineering ◽

10.1016/j.jrmge.2019.06.011 ◽

2020 ◽

Vol 12 (3) ◽

pp. 507-515

Author(s):

Rupesh Kumar Verma ◽

Sarvesh Chandra

Keyword(s):

Closed Form ◽

Closed Form Solution ◽

Strength Criterion ◽

Form Solution ◽

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Evaluation of tunnels under squeezing rock condition

Journal of Engineering Design and Technology ◽

10.1108/17260531211241167 ◽

2012 ◽

Vol 10 (2) ◽

pp. 168-179 ◽

Author(s):

Vahed Ghiasi ◽

Samad Ghiasi ◽

Arun Prasad

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Tunnelling through squeezing rock in two large fault zones of the Enasan Tunnel II

Rock Mechanics and Rock Engineering ◽

10.1007/bf01020366 ◽

1987 ◽

Vol 20 (3) ◽

pp. 151-166 ◽

Author(s):

Fuminori Kimura ◽

Nobuyuki Okabayashi ◽

Toshikazu Kawamoto

Keyword(s):

Fault Zones ◽

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Weiterentwicklung des Ausbaus fur stark druckhaftes Gebirge (Improvement of support for squeezing rock)

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(96)83637-0 ◽

1996 ◽

Vol 33 (7) ◽

pp. A329

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Theoretical aspects on the difference between prestressed anchor bolt and grouted bolt in squeezing rock

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts ◽

10.1016/0148-9062(85)92879-7 ◽

1985 ◽

Vol 22 (1) ◽

pp. A32

Keyword(s):

Anchor Bolt ◽

The Difference ◽

Squeezing Rock ◽

Grouted Bolt ◽

Prestressed Anchor

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