This paper proposes an approach for evaluating the longitudinal deformation of shield
tunnels caused by potential disturbance after construction, advocating consideration of the …

In an effort to investigate the effects of relative roughness R n and mean particle size D 50
on interface shear behavior between sand and steel, a series of monotonic interface were …

The focus of immersed tunnel research has primarily revolved around settlement monitoring
or prediction. However, there has been a lack of discussion regarding the time-dependent …

The prediction of shear strength between soil-structure interactions is of great significance to
the stability of geotechnical engineering. In this study, 480 morphological data with seven …

This paper focuses on reviewing some classical soil-structure interaction models (SIMs)
based on different superstructures and soils and strives to establish the relations between …

Geosynthetic-reinforced and pile-supported (GRPS) embankments are becoming more and
more popular as this technique showed good performances in practice. Various design …

This study presents an estimating method to calculate the static and the dynamic stresses in
the geosynthetic-reinforced pile-supported track-bed (embankment), based on a series of …

This study presents a full-scale model investigation on variations of soil stress in a
geosynthetic-reinforced pile-supported track bed at various water levels and loading cycles …

In this paper, a double-beam model of a composite working system including an upper
pavement structure under traffic loads, an embankment fill layer, a geosynthetic-reinforced …

The ballastless track system (BTS) is widely adopted in the construction of high-speed
railways (HSRs), in which the vehicle-induced cyclic stresses are evenly transferred to …