Influence of soil conditioning on ground deformation during longitudinal tunneling
Author:
Publisher
Elsevier BV
Subject
Mechanics of Materials,General Materials Science
Reference27 articles.
1. Using the slump test to assess the behavior of conditioned soil for EPB tunneling;Peila;Environ. Eng. Geosci.,2009
2. Centrifuge models of tunnel construction and compensation grouting;Bolton,1996
3. Shield tunnel construction in centrifuge;Nomoto;J. Geotech. Geoenviron. Eng.,1999
4. Physical modeling of tunnels in soft ground: A review;Meguid;Tunn. Undergr. Space Technol.,2008
5. Observed behaviour of a tunnel in sand subjected to shear deformation in a centrifuge;Shibayama;Soil Found.,2010
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