Soil is a basic geomaterial in the geotechnical and geological engineering. It has been
widely realized that there exists inherent spatial variability in the soil parameters for …

The seismic resistance of existing embankments has become a significant issue as
embankments fail frequently because of earthquakes. However, there are only a limited …

The effects of the nail arrangement and nail inclination on the dynamic performance of
helical soil-nailed walls (HSNWs) were evaluated using a series of shaking table tests. The …

The finite element technique has been accepted as a tool for modeling geotechnical
complex processes. In this study, finite element (FE) modeling of various stages of the soil …

The study focuses on the anti-slide pile structure with space anchor cable, designing and
conducting the large-scale shaking table test of bedrock and overburden layer slope with …

Severe damages are likely to occur to the cross-fault embankment under seismicity due to
shear behavior caused by the fault relative displacement, which will inevitably affect the …

This paper investigates the failure mechanism of nonuniform large geotextile-reinforced
cofferdam under seepage and excavation effects on soft sediments. A numerical model is …

The instability of slope has always been a major problem in the construction industry as it
can cause various economic and social loss. In the present study, some typical slopes …

A series of reduced-scale model tests was conducted on helical soil-nailed walls (HSNWs)
under vertical surface loading to evaluate the effect of length, pattern, and inclination of nails …

In the current study, the performance of helical soil-nailed walls (HSNWs) was evaluated
under bridge abutment using reduced-scale model tests. For this purpose, sixteen wall …