Plot of the maximum bending strain response of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (PCA) (L = 0.4 m).

Determination of Support Reaction Curve for Steel-Supported Tunnels

Verman, Manoj
Jethwa, J.L

April 1995

Based on the analysis of instrumentation data obtained from several tunnels in India, an empirical a...

Physical and numerical experimental study of stress-strain state of the structure lining of a shallow tunnel

Torres, A. C.
Padilla, E. A.

January 2014

This article refers to research carried out to determine the stress-strain state of the structure li...

Numerical study of the behaviour of jointed tunnel lining

Barzegar, M.
Gharehdash, S.
Sharifzadeh, Mostafa

January 2015

This paper presents the results of a numerical study that has been performed to investigate the fact...

Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleratio...

Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak ac...

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different thicknesses (Type-1 base motion with PBA of 0.03 g).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different t...

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls subjected to different-PBA base motions (L = 0.4 m, Type-1 base motions).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls subjected to dif...

Comparison of the instantaneous maximum shear force profiles of the tunnel walls subjected to different-PBA base motions (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum shear force profiles of the tunnel walls subjected to differ...

Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thicknesses (0.03 g PBA Type-1 base motion).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...

Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wall, subjected to the Type-1 base motion (Depth = 12.5 m, Tunnel wall thickness: 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wa...

Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different-PBA base motions (L = 0.4 m, Type-1 base motions).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different...

Online Resource 1 – Maximal hoop stress developed in the lining of a tunnel excavated with a single shield TBM at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
TAHERZADEH, Reza
SULEM, Jean
NGUYEN, Xuan-Son
SUBRIN, Didier

October 2018

The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...

Online Resource 1 - Maximal hoop stress developed in the lining of a tunnel at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
BERRO, Farah
KHODR, Sami
TAHERZADEH, Reza
SULEM, Jean

March 2021

The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...

Backcalculation of internal forces in the segmental lining of a tunnel: the experience of Line 1 in Naples

BILOTTA, EMILIO
RUSSO, GIANPIERO

January 2012

The prediction of the internal forces in the segmental lining of a bored tunnel is a rather complex ...

Online Resource 2 - Radial displacement at the tunnel wall of a tunnel excavated with a single shield TBM at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
TAHERZADEH, Reza
SULEM, Jean
NGUYEN, Xuan-Son
SUBRIN, Didier

October 2018

The radial displacement at the tunnel wall at the state of equilibrium calculated with the various C...

Determination of Support Reaction Curve for Steel-Supported Tunnels

Verman, Manoj
Jethwa, J.L

April 1995

Based on the analysis of instrumentation data obtained from several tunnels in India, an empirical a...

Physical and numerical experimental study of stress-strain state of the structure lining of a shallow tunnel

Torres, A. C.
Padilla, E. A.

January 2014

This article refers to research carried out to determine the stress-strain state of the structure li...

Numerical study of the behaviour of jointed tunnel lining

Barzegar, M.
Gharehdash, S.
Sharifzadeh, Mostafa

January 2015

This paper presents the results of a numerical study that has been performed to investigate the fact...

Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleratio...

Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak ac...

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different thicknesses (Type-1 base motion with PBA of 0.03 g).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different t...

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls subjected to different-PBA base motions (L = 0.4 m, Type-1 base motions).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum bending moment profiles of the tunnel walls subjected to dif...

Comparison of the instantaneous maximum shear force profiles of the tunnel walls subjected to different-PBA base motions (L = 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum shear force profiles of the tunnel walls subjected to differ...

Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thicknesses (0.03 g PBA Type-1 base motion).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...

Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wall, subjected to the Type-1 base motion (Depth = 12.5 m, Tunnel wall thickness: 0.4 m).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wa...

Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different-PBA base motions (L = 0.4 m, Type-1 base motions).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different...

Online Resource 1 – Maximal hoop stress developed in the lining of a tunnel excavated with a single shield TBM at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
TAHERZADEH, Reza
SULEM, Jean
NGUYEN, Xuan-Son
SUBRIN, Didier

October 2018

The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...

Online Resource 1 - Maximal hoop stress developed in the lining of a tunnel at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
BERRO, Farah
KHODR, Sami
TAHERZADEH, Reza
SULEM, Jean

March 2021

The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...

Backcalculation of internal forces in the segmental lining of a tunnel: the experience of Line 1 in Naples

BILOTTA, EMILIO
RUSSO, GIANPIERO

January 2012

The prediction of the internal forces in the segmental lining of a bored tunnel is a rather complex ...

Online Resource 2 - Radial displacement at the tunnel wall of a tunnel excavated with a single shield TBM at the state of equilibrium (comparison between different calculation methods)

DE LA FUENTE, Manuel
TAHERZADEH, Reza
SULEM, Jean
NGUYEN, Xuan-Son
SUBRIN, Didier

October 2018

The radial displacement at the tunnel wall at the state of equilibrium calculated with the various C...

Determination of Support Reaction Curve for Steel-Supported Tunnels

Verman, Manoj
Jethwa, J.L

April 1995

Based on the analysis of instrumentation data obtained from several tunnels in India, an empirical a...

Physical and numerical experimental study of stress-strain state of the structure lining of a shallow tunnel

Torres, A. C.
Padilla, E. A.

January 2014

This article refers to research carried out to determine the stress-strain state of the structure li...

Numerical study of the behaviour of jointed tunnel lining

Barzegar, M.
Gharehdash, S.
Sharifzadeh, Mostafa

January 2015

This paper presents the results of a numerical study that has been performed to investigate the fact...

Plot of the maximum bending strain response of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (PCA) (<i>L</i> = 0.4 m).

Abstract

Extracted data

Plot of the maximum bending strain response of the tunnel wall against the free-field peak acceleration at depth of the tunnel centre (PCA) (<i>L</i> = 0.4 m).

Abstract

Extracted data

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