Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology-Reference-Cited by-同舟云学术

Probabilistic Analysis of Circular Tunnels in Homogeneous Soil Using Response Surface Methodology

Published:2009-09 Issue:9 Volume:135 Page:1314-1325
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mollon Guilhem¹²³,Dias Daniel¹²³,Soubra Abdul-Hamid¹²³

Affiliation:

1. Ph.D. Student, INSA Lyon, LGCIE Site Coulomb 3, Géotechnique, Bât. J.C.A. Coulomb, Domaine Scientifique de la Doua, 69621 Villeurbanne Cedex, France.

2. Associate Professor, INSA Lyon, LGCIE Site Coulomb 3, Géotechnique, Bât. J.C.A. Coulomb, Domaine Scientifique de la Doua, 69621 Villeurbanne Cedex, France.

3. Professor, Institut de Recherche en Génie Civil et Mécanique, Univ. of Nantes, UMR CNRS 6183, Bd. de l’université, BP 152, 44603 Saint-Nazaire, France (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000060

Reference30 articles.

1. Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil

2. Modélisation numérique de l'apport du renforcement par boulonnage du front de taille des tunnels

3. Dias D. Kastner R. and Dubois P. (1997). “Tunnel face reinforcement by bolting: Strain approach using 3D analysis.” Proc. Int. Conf. on Tunneling under Difficult Conditions Basel Switzerland Balkema Rotterdam.

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