A field case of operated shield tunnel disrupted by unexpected extreme surcharge in
Shanghai is reported in this paper. The deformational responses of segmental lining, in …

Prior to this study, the long-term thermally-induced mechanical interactions of cyclic
nonsymmetrical thermally loaded energy pile groups in soft clay have not been …

The numerical assessment of Micro Energy Piles (MEPs) to enhance foundation bearing
capacity (Q u) and cooling efficiency of 400-kV transformers is followed by economic …

In this paper, the axial ultimate bearing capacity of fixed-head concrete energy piles is
studied considering various soils and thermomechanical loads, through numerical and …

The recent development of larger shield-driven tunnels has for consequence that the tunnel
face consists more frequently of multi-layered formations. However, most tunnel designs are …

When using the bedded-beam model based on Winkler springs for cavity lining design, it is
always difficult for engineers to select an appropriate value for the radial subgrade modulus …

Even though the energy pile is known as an efficient dual-purpose system nowadays, the
interactive response under simultaneous mechanical and thermal loads requires further …

A simplified analytical solution for steel plate strengthened circular tunnel concrete linings is
presented, considering various interface slip modes. The full derivation for the analytical …

This paper presents a nonlinear solution of a radial subgrade reaction–displacement (pk–ur)
curve for circular tunnel lining design in undrained clay. With the concept of soil shear …

One of the key problems in the application of the beam on the Winkler model for tunnel
responses is the assessment of the modulus for the Winkler spring. Contrary to the …