Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil-Reference-Cited by-同舟云学术

Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil

Published:2011-04 Issue:4 Volume:137 Page:376-384
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Almeida e Sousa J.¹²³³,Negro A.¹²³³,Matos Fernandes M.¹²³³,Cardoso A. S.¹²³³

Affiliation:

1. Professor, Faculty of Sciences and Technology, Univ. of Coimbra, Departamento de Engenharia Civil—Faculdade de Ciências e Tecnologia da Universidade de Coimbra, Polo II Pinhal de Marrocos, 3030-290 Coimbra, Portugal.

2. DIC, Bureau de Projetos e Consultoria Ltda, Rua Girassol 1033, Vila Madalena, CEP 05433-002 São Paulo-SP, Brazil.

3. Professor, Faculdade de Engenharia, Rua Dr. Roberto Frias 4200-465, Univ. of Porto, Porto, Portugal.

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.1943-5606.0000433

Reference15 articles.

1. Almeida e Sousa J. (1998). “Tunnelling in soft ground. Behaviour and numerical analysis.” Ph.D. thesis Univ. of Coimbra Portugal (in Portuguese).

2. Subsidence above shallow tunnels in soft ground;Atkinson J. H.;J. Geotech. Eng. Div.,1977

3. Numerical Analysis of a Tunnel in Residual Soils

4. Shape of settlement trough due to tunneling through different types of soft ground;Celestino T. B.;Felsbau,1998

5. Eisenstein Z. and Negro A. (1985). “Excavations and tunnels in tropical lateritic and saprolitic soil. General report session 5.” Proc. 1st Int. Conf. Geomechanics in Tropical Lateritic and Saprolitic Soils Associação Brasileira de Mecânica dos Solos e Engenharia Geotécnica (ABMS) (Brazilian Society for Soil Mechanics and Geotechnical Engineering) São Paulo Brazil 4 299–333.

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