Adaptive Constitutive Soil Modeling Concept in Mechanized Tunneling Simulation-Reference-Cited by-同舟云学术

Adaptive Constitutive Soil Modeling Concept in Mechanized Tunneling Simulation

Published:2018-09 Issue:9 Volume:18 Page:04018114
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Lavasan Arash Alimardani¹,Zhao Chenyang²,Schanz Tom³

Affiliation:

1. Research Associate, Dept. of Civil and Environmental Engineering, Ruhr-Univ. Bochum, Universitätsstr. 150, 44780 Bochum, Germany (corresponding author).

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Ruhr-Univ. Bochum, Universitätsstr. 150, 44780 Bochum, Germany.

3. Full Professor, Dept. of Civil and Environmental Engineering, Ruhr-Univ. Bochum, Universitätsstr. 150, 44780 Bochum, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001219

Reference33 articles.

1. Computational model for the simulation of the shield tunneling process in cohesive soils

2. Abu-Krisha A. 1998. “Numerical modelling of TBM tunnelling in consolidated clay.” Ph.D. thesis Univ. of Innsbruck.

3. The face stability of slurry-shield-driven tunnels

4. Atkinson J. H. and G. Sallfors. 1991. “Experimental determination of soil properties.” In Proc. 10th European Conf. on Soil Mechanics and Foundation Engineering 915–956. London: Taylor and Francis Group.

5. Benz T. 2006. “Small-strain stiffness of soils and its numerical consequences.” Ph.D. thesis Univ. of Stuttgart.

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