Comparison of the free-field peak ground acceleration profile with those computed from the clay-tunnel models with different wall thicknesses (Type-1 base motion with PBA = 0.03 g).

Deviatoric stress versus effective normal stress paths of 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, open squares designate the initial stress states of the clay element).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Deviatoric stress versus effective normal stress paths of a clay element neighbouring the left tunne...

STUDY ON THE VARIATION OF GROUND MOTION PARAMETER ALONG DEPTH

Wen-Hao Qi
Liu De-Dong
B O Jing-Shan

April 2020

ABSTRACT : A soil layer seismic response test is applied in an engineering profile. El-centro wave i...

Variations between foundation-level and free-field earthquake ground motions

Stewart, Jonathan P

January 2000

Strong motion data from sites having both an instrumented structure and free-field accelerograph are...

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...

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 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...

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...

Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base motion with PBA of 0.03 g (stiffness parameter = 2060).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base mo...

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...

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).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum bending strain response of the tunnel wall against the free-field peak accelerat...

Effect of Underground Structure on PGA at Ground Surface Considering Linear and Nonlinear Behaviour for the Soil

M. Hassan Baziar
M. Rabeti Moghadam

July 2015

In this paper,  a numerical model  was first verified against dynamic centrifuge tests res...

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...

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...

Effect of a square tunnel on ground acceleration responses during earthquakes

Tan, Reuben Jit Shen

January 2020

To understand the effects of size and depth of a square tunnel on peak ground acceleration (PGA) dur...

Deviatoric stress versus effective normal stress paths of 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, open squares designate the initial stress states of the clay element).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Deviatoric stress versus effective normal stress paths of a clay element neighbouring the left tunne...

STUDY ON THE VARIATION OF GROUND MOTION PARAMETER ALONG DEPTH

Wen-Hao Qi
Liu De-Dong
B O Jing-Shan

April 2020

ABSTRACT : A soil layer seismic response test is applied in an engineering profile. El-centro wave i...

Variations between foundation-level and free-field earthquake ground motions

Stewart, Jonathan P

January 2000

Strong motion data from sites having both an instrumented structure and free-field accelerograph are...

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...

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 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...

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...

Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base motion with PBA of 0.03 g (stiffness parameter = 2060).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base mo...

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...

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).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Plot of the maximum bending strain response of the tunnel wall against the free-field peak accelerat...

Effect of Underground Structure on PGA at Ground Surface Considering Linear and Nonlinear Behaviour for the Soil

M. Hassan Baziar
M. Rabeti Moghadam

July 2015

In this paper,  a numerical model  was first verified against dynamic centrifuge tests res...

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...

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...

Effect of a square tunnel on ground acceleration responses during earthquakes

Tan, Reuben Jit Shen

January 2020

To understand the effects of size and depth of a square tunnel on peak ground acceleration (PGA) dur...

Deviatoric stress versus effective normal stress paths of 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, open squares designate the initial stress states of the clay element).

Lei Zhang (38117)
Yong Liu (6908)

October 2018

Deviatoric stress versus effective normal stress paths of a clay element neighbouring the left tunne...

STUDY ON THE VARIATION OF GROUND MOTION PARAMETER ALONG DEPTH

Wen-Hao Qi
Liu De-Dong
B O Jing-Shan

April 2020

ABSTRACT : A soil layer seismic response test is applied in an engineering profile. El-centro wave i...

Variations between foundation-level and free-field earthquake ground motions

Stewart, Jonathan P

January 2000

Strong motion data from sites having both an instrumented structure and free-field accelerograph are...

Comparison of the free-field peak ground acceleration profile with those computed from the clay-tunnel models with different wall thicknesses (Type-1 base motion with PBA = 0.03 g).

Abstract

Extracted data

Comparison of the free-field peak ground acceleration profile with those computed from the clay-tunnel models with different wall thicknesses (Type-1 base motion with PBA = 0.03 g).

Abstract

Extracted data

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