Construction strategies for a NATM tunnel in São Paulo, Brazil, in residual soil

Author:

Vitali Osvaldo P.M.,Celestino Tarcisio B.,Bobet Antonio

Funder

CNPq

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference38 articles.

1. Almeida e Sousa, J., Negro, A., Matos Fernandes, M., & Cardoso, A. S. (2011). Three-Dimensional Nonlinear Analyses of a Metro Tunnel in São Paulo Porous Clay, Brazil. Journal of Geotechnical and Geoenvironmental Engineering, 137(4), 376–384.

2. Numerical analysis of a tunnel in residual soils;Azevedo;Journal of Geotechnical and Geoenvironmental Engineering,2002

3. Urban underground space: Solving the problems of today’s cities;Broere;Tunnelling and Underground Space Technology,2016

4. The effect of the stress path on squeezing behavior in tunneling;Cantieni;Rock Mechanics and Rock Engineering,2009

5. Shape of settlement throughs due to tunneling through different types of soft ground;Celestino;Felsbau,1998

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