Effect of TBM Advance in the Structural Response of Segmental Tunnel Lining-Reference-Cited by-同舟云学术

Effect of TBM Advance in the Structural Response of Segmental Tunnel Lining

Published:2017-09 Issue:9 Volume:17 Page:04017056
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Galván Arturo¹,Peña Fernando²,Moreno-Martínez Jatziri Y.³

Affiliation:

1. Associate Professor, Univ. de Guanajuato Campus Celaya–Salvatierra, Mutualismo 303, Col. La Suiza, Celaya, 38060, Guanajuato, Mexico (corresponding author).

2. Titular Professor, Instituto de Ingeniería, Univ. Nacional Autónoma de México, Circuito Escolar, Ciudad Universitaria, Mexico City, 04510, Mexico.

3. Associate Professor, Univ. de Guanajuato Campus Celaya–Salvatierra, Mutualismo 303, Col. La Suiza, Celaya, 38060, Guanajuato, Mexico.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000941

Reference28 articles.

1. 3D Effects of Surface Construction Over Existing Subway Tunnels

2. Adaptive Computational Simulation of TBM-Soil Interactions during Machine-Driven Tunnel Construction in Saturated Soft Soils

3. ANSYS [Computer software]. ANSYS Canonsburg PA.

4. Arnau O. (2012). “Structural response of precast concrete segmental tunnel linings.” Ph.D. thesis Univ. Politècnica de Catalunya Barcelona Spain.

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