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).</p
Before taking any measures to build a tunnel, the rock (soil) is in a primary stress state, which me...
The use of tunnels for various purposes has become more and more popular in many congested metropoli...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...
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...
Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base mo...
Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different t...
The authors report an extensive triaxial testing programmeon reconstituted kaolin to investigate the...
Soil properties play important role to the metro tunnel settlement induced by traffic load of metro ...
Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...
The authors report an extensive triaxial testing programme on reconstituted kaolin to investigate th...
Summarization: A closed-form plane strain solution is presented for stresses and displacements aroun...
The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...
SIGLEAvailable from British Library Document Supply Centre- DSC:D68799/86 / BLDSC - British Library ...
The stress state and principal stress axis changes of the stress-field tensor are analyzed during th...
Before taking any measures to build a tunnel, the rock (soil) is in a primary stress state, which me...
The use of tunnels for various purposes has become more and more popular in many congested metropoli...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...
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...
Peak shear strain profile along the clay depth for pure clay stratum subjected to the Type-1 base mo...
Comparison of the instantaneous maximum bending moment profiles of the tunnel walls with different t...
The authors report an extensive triaxial testing programmeon reconstituted kaolin to investigate the...
Soil properties play important role to the metro tunnel settlement induced by traffic load of metro ...
Comparison of the instantaneous maximum shear force profiles of the tunnel walls with different thic...
The authors report an extensive triaxial testing programme on reconstituted kaolin to investigate th...
Summarization: A closed-form plane strain solution is presented for stresses and displacements aroun...
The maximal hoop stress developed in the lining of a tunnel at the state of equilibrium calculated w...
SIGLEAvailable from British Library Document Supply Centre- DSC:D68799/86 / BLDSC - British Library ...
The stress state and principal stress axis changes of the stress-field tensor are analyzed during th...
Before taking any measures to build a tunnel, the rock (soil) is in a primary stress state, which me...
The use of tunnels for various purposes has become more and more popular in many congested metropoli...
The viewpoint that the ground initial elastic displacement and the interaction between the ground re...