The face stability of slurry-shield-driven tunnels-Reference-Cited by-同舟云学术

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The face stability of slurry-shield-driven tunnels

Published:1994-04 Issue:2 Volume:9 Page:165-174
ISSN:0886-7798
Container-title:Tunnelling and Underground Space Technology
language:en
Short-container-title:Tunnelling and Underground Space Technology

Author:

Anagnostou G.,Kovári K.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction

Reference24 articles.

1. Kritische Betrachtungen zum Einsatz von Hydroschilden;Babendererde,1991

2. Einsatz des Mixschildes Grauholztunnel in sehr wechselhafter Geologie;Balmer,1992

3. Standsicherheit der flüssigkeitsgestützten Ortsbrust bei schildvorgetriebenen Tunneln;Balthaus,1988

4. Dynamics of Fluids in Porous Media;Bear,1977

5. Operational experience and development of bentonite shield tunnelling in Europe since 1975;Becker,1982

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1. Slurry Support Mechanism for Shield Tunneling Considering Slurry Infiltration and Cutter-Disk Cutting Effect;International Journal of Geomechanics;2024-10

2. A novel mechanics model for predicting vertical load and jacking force via rectangle pipe considering soil arching effect;Tunnelling and Underground Space Technology;2024-10

3. Comparing, slurry infiltration characteristics between calcareous and silica sands based on slurry infiltration column tests and CT scanning;Tunnelling and Underground Space Technology;2024-10

4. Undrained face stability analysis of dual circular tunnels using three-dimensional adaptive lower bound finite element limit analysis method;Computers and Geotechnics;2024-09

5. Tunnel Face Stability During Slurry-Shield Tunnelling in Saturated Cohesionless Soil Considering Slurry Infiltration;International Journal of Civil Engineering;2024-08-27

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