Nonlinear constitutive soil models for the soil–structure interaction modeling issues with emphasis on shallow tunnels: A review

O Çetindemir - Arabian Journal for Science and Engineering, 2023 - Springer
With the growing recognition of the significance of accurate soil–structure interaction (SSI)
modeling in geotechnical earthquake engineering, particularly for shallow tunnels in soft …

Three-dimensional numerical simulation for mechanized tunnelling in soft ground: the influence of the joint pattern

NA Do, D Dias, P Oreste, I Djeran-Maigre - Acta Geotechnica, 2014 - Springer
The main purpose of this study was to provide a three-dimensional numerical model, which
would allow the tunnel lining behaviour and the displacement field surrounding the tunnel to …

Performance of segmental and shotcrete linings in shallow tunnels crossing a transverse strike-slip faulting

M Zaheri, M Ranjbarnia, D Dias, P Oreste - Transportation Geotechnics, 2020 - Elsevier
In this paper, three-dimensional numerical modeling is performed to study the effects of
strike-slip fault movement on the performance of shotcrete and segmental linings in shallow …

[HTML][HTML] Internal forces measured in segmental tunnel linings compared with numerical predictions obtained from state-of-the-art calculation methods used in …

F Rauch, P Oreste, O Fischer - Tunnelling and Underground Space …, 2024 - Elsevier
Different calculation methods and modeling strategies are commonly used in engineering
practice to predict the internal forces in segmental tunnel linings. Accordingly, the calculation …

Three-dimensional finite difference analysis of shallow sprayed concrete tunnels crossing a reverse fault or a normal fault: A parametric study

M Ranjbarnia, M Zaheri, D Dias - Frontiers of Structural and Civil …, 2020 - Springer
Urban tunnels crossing faults are always at the risk of severe damages. In this paper, the
effects of a reverse and a normal fault movement on a transversely crossing shallow …

Integrated parametric multi-level information and numerical modelling of mechanised tunnelling projects

J Ninić, C Koch, A Vonthron, W Tizani… - Advanced Engineering …, 2020 - Elsevier
This paper presents a concept for parametric modelling of mechanized tunnelling within a
state of the art design environment, as the basis for design assessments for different levels …

The influence of the two-component grout on the behaviour of a segmental lining in tunnelling

C Oggeri, P Oreste, G Spagnoli - Tunnelling and Underground Space …, 2021 - Elsevier
Filling material is present around the segment lining when a shielded Tunnel Boring
Machine is used to excavate a tunnel. The two-component grout is becoming lately one of …

Behavior of noncircular tunnels excavated in stratified rock masses–Case of underground coal mines

NA Do, D Dias, TT Tran, VD Dao, PN Nguyen - Journal of Rock Mechanics …, 2019 - Elsevier
The amount of tunnels excavated along stratified/sedimentary rock masses in Quangninh
coal mine area, Vietnam, is gradually increasing. Rock mass in Quangninh is characterized …

[HTML][HTML] Reliability analysis of shallow tunnels using the response surface methodology

A Hamrouni, D Dias, B Sbartai - Underground Space, 2017 - Elsevier
A probabilistic study of a circular tunnel excavated in a soil mass using the response surface
methodology (RSM) is presented. A deterministic model based on two-dimensional …

3D numerical investigation of segmental tunnels performance crossing a dip-slip fault

M Zaheri, M Ranjbarnia, D Dias - Geomechanics and Engineering, 2020 - koreascience.kr
This paper numerically investigates the effects of a dip-slip fault (a normal or a reverse fault)
movement on a segmental tunnel which transversely crosses either of this kind of faults …