Numerical Simulation of a Tunnel Built in London Clay Using the MIT-E3 Model-Reference-Cited by-同舟云学术

Numerical Simulation of a Tunnel Built in London Clay Using the MIT-E3 Model

Published:2022-01 Issue:1 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Santos Luis Manuel Araújo¹^ORCID,da Venda Oliveira Paulo José²^ORCID,Almeida e Sousa Jorge Nuno Veiga³

Affiliation:

1. Polytechnic Institute of Coimbra, Coimbra Institute of Engineering, 3030-199 Coimbra, Portugal; CITTA—Research Centre for Territory Transports and Environment, 3030-788 Coimbra, Portugal (corresponding author). ORCID: .

2. ISISE, Dept. of Civil Engineering, Univ. of Coimbra, 3030-788 Coimbra, Portugal. ORCID: .

3. Dept. of Civil Engineering, Univ. of Coimbra, 3030-788 Coimbra, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002238

Reference29 articles.

1. Addenbrooke, T. I., and D. M. Poots. 2001. “Finite element analysis of St. James’s Park greenfield reference site.” In Building response to tunnelling: Case studies from construction of the Jubilee line extension, London. volume 1: Projects and methods, edited by J. B. Burland, J. R. Standing, and F. M. Jardine, 177–184. London: Thomas Telford.

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

3. The use of kinematic hardening models for predicting tunnelling-induced ground movements in London Clay

4. Measurements of the permeability of London Clay using a self-boring permeameter

5. Depth-dependent permeability in London Clay measured using standpipe piezometer equilibration data

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