Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure-Reference-Cited by-同舟云学术

Tunnels in Saturated Elasto-plastic Soils: Three-dimensional Validation of a Plane Simulation Procedure

Published: Issue: Volume: Page:143-164
ISSN:
Container-title:Mechanical Modelling and Computational Issues in Civil Engineering
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Author:

Callari Carlo,Casini Stefano

Publisher

Springer-Verlag

Link

http://link.springer.com/content/pdf/10.1007/3-540-32399-6_6.pdf

Reference22 articles.

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2. Biot M.A. (1941) General theory of three-dimensional consolidation, J. Appl. Phys. 12, 155–164.

3. Callari C. (2004) Coupled numerical analysis of strain localization induced by shallow tunnels in saturated soils, Computers and Geotechnics, 31, 193–207.

4. Callari C., Casini S., Three-dimensional shallow tunneling in a hydromechanically coupled saturated soft ground, in preparation

5. Callari C., Marchetti P. (2003) Analisi di gallerie con il metodo convergenzaconfinamento, Manuale di Ingegneria Civile e Ambientale, 1 with CD-ROM, fourth edition, Zanichelli/Esac.

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2. A comparison of 2D and 3D numerical simulations of tunnelling in soft soils;Environmental Earth Sciences;2017-01-24

3. Time-dependent ground movements induced by shield tunneling in soft clay: a parametric study;Acta Geotechnica;2016-03-31