Tunnelling-induced surface settlement: on the choice of soil constitutive model-Reference-Cited by-同舟云学术

Tunnelling-induced surface settlement: on the choice of soil constitutive model

Published:2019-07-12 Issue:14 Volume:25 Page:2640-2657
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Rachdi Sara¹,Jahangir Emad¹,Tijani Michel¹,Rouabhi Ahmed¹

Affiliation:

1. MINES ParisTech, PSL Research University, Centre de Géosciences, Fontainebleau, France

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2019.1639078

Reference47 articles.

1. The influence of pre-failure soil stiffness on the numerical analysis of tunnel construction

2. Barla, M. (1999). Tunnels in swelling ground: Simulation of 3d stress paths by triaxial laboratory testing (Unpublished doctoral dissertation). Politecnico di Torino.

3. A two-surface plasticity model for clay

4. A monotonic bounding surface critical state model for clays

5. Underground excavation behaviour in Bangkok using three-dimensional finite element method

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