The control of deformation and stability of the deep excavation walls under seismic and
static loads is one of the most important issues in geotechnical engineering. Therefore, in …

This research investigates the bearing capacity of a ring-shaped foundation on layered sand
reinforced with a geogrid at the interface. The study employed lower and upper-bound limit …

Soft grounds amplify the earthquake motions and the peak ground acceleration increases
when passing through them. Thus, the response of structures constructed on such sites …

This paper investigates the pull-out behaviour (particularly the bearing resistance) of a steel
grid reinforcement embedded in silty sand using laboratory tests and numerical analyses. It …

This paper presents a comprehensive analysis of the correlation between influencing
parameters and peak pullout resistance (PPR) of soil nails installed in typical completely …

Interface mechanics has always been a hot issue in geotechnical engineering, particularly in
reinforced soil structures, but most existing numerical evaluations still used ideal …

Pulse discharge technology (PDT) is an innovative construction method used to enhance
the bearing capacity of piles and the resisting capacity of anchors by underreaming using a …

The significance of near-surface attenuation in bedrock, as distinct from attenuation in
unconsolidated soft soil sediments, has been identified. The k parameter, which …

Mechanically stabilized earth-retaining walls (MSEWs) have been widely used in
construction and transportation projects. Most codes and guidelines require that the soil …

Topographic conditions play an important role on the modification of seismic ground motion.
Therefore, their effects may become crucial in the selection or simulation of ground motion …