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).</p
The radial displacement at the tunnel wall at the state of equilibrium calculated with the various C...
A multi-purpose prototype test system is developed to study the mechanical behavior of tunnel suppor...
The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...
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 subjected to differ...
Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...
Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different...
Plot of the maximum bending strain response of the tunnel wall against the free-field peak accelerat...
Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleratio...
Comparison of the free-field peak ground acceleration profile with those computed from the clay-tunn...
Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak ac...
<p>Comparison of anchor block push forces under the operating condition at the tunnel entrance.</p
a<p><i>P</i><0.001 when compared to the maximum velocity of other tapping angles.</p>b<p>Comparison ...
Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wa...
Deviatoric stress versus effective normal stress paths of a clay element neighbouring the left tunne...
The radial displacement at the tunnel wall at the state of equilibrium calculated with the various C...
A multi-purpose prototype test system is developed to study the mechanical behavior of tunnel suppor...
The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...
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 subjected to differ...
Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...
Comparison of the peak ground acceleration profiles for the clay-tunnel model subjected to different...
Plot of the maximum bending strain response of the tunnel wall against the free-field peak accelerat...
Plot of the maximum shear strain response of the tunnel wall against the free-field peak acceleratio...
Comparison of the free-field peak ground acceleration profile with those computed from the clay-tunn...
Plot of the maximum normalized lateral deformation of the tunnel wall against the free-field peak ac...
<p>Comparison of anchor block push forces under the operating condition at the tunnel entrance.</p
a<p><i>P</i><0.001 when compared to the maximum velocity of other tapping angles.</p>b<p>Comparison ...
Computed shear stress versus shear strain curves from a clay element neighbouring the left tunnel wa...
Deviatoric stress versus effective normal stress paths of a clay element neighbouring the left tunne...
The radial displacement at the tunnel wall at the state of equilibrium calculated with the various C...
A multi-purpose prototype test system is developed to study the mechanical behavior of tunnel suppor...
The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...
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