Modeling of soil structure interaction during tunnel excavation: An engineering approach-Reference-Cited by-同舟云学术

Modeling of soil structure interaction during tunnel excavation: An engineering approach

Published:2013-08 Issue: Volume:62-63 Page:51-60
ISSN:0965-9978
Container-title:Advances in Engineering Software
language:en
Short-container-title:Advances in Engineering Software

Author:

Janda T.,Šejnoha M.,Šejnoha J.

Publisher

Elsevier BV

Subject

General Engineering,Software

Reference19 articles.

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2. Swoboda G. Finite element analysis of the new austrian tunnelling method (NATM). In: Proc. 3rd int. conf. num. meth, Geomech, Aachen, vol. 2; 1979. p. 581–6.

3. Analysis of convergence behind the face of a tunnel;Panet,1982

4. The use of program GEO FEM for numerical modelling of tunnel Turecký vrch;Gramblička;Stavební obzor,2004

5. Comparison of displacement field predicted by 2D and 3D finite element modelling of shallow NATM tunnels in clays;Tomáš;Geotechnik,2011

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