Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil-Reference-Cited by-同舟云学术

Continuous velocity fields for collapse and blowout of a pressurized tunnel face in purely cohesive soil

Published:2012-08-09 Issue:13 Volume:37 Page:2061-2083
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Mollon Guilhem¹,Dias Daniel²,Soubra Abdul-Hamid³

Affiliation:

1. 3SR; Grenoble-INP, UJF-Grenoble 1, CNRS UMR 5521; Grenoble; France

2. LGCIE Equipe Géotechnique, Bât. J.C.A. Coulomb, Domaine scientifique de la Doua; INSA Lyon; Villeurbanne cedex; France

3. University of Nantes; Civil Engineering Department; Saint-Nazaire cedex; France

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference27 articles.

1. Stability of clay at vertical openings;Broms;Journal of the Soil Mechanics and Foundation Engineering,1967

2. Mair RJ Centrifugal modelling of tunnel construction in soft clay 1969

5. Kimura T Mair RJ Centrifugal testing of model tunnels in clay Proc. 10th Int. Conf. of Soil Mechanics and Foundatio Engineering 1981 319 322

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