Vibration-based finite element model (FEM) updating of cultural heritage assets is gaining
so much attraction these days since destructive tests are usually not allowed to be …

Closed-ended pipe piles are usually preferred over traditional piles because they are
simpler and easier to handle. Also, their quality could be verified easily and at a low cost …

No attention is given in previous studies to understand the influence of the sophistication of
the soil constitutive model on the seismic behaviour of piles, although the seismic analysis of …

To investigate the influence of a geogrid-reinforced tailings dam on the seepage stability of
the dam body, this paper was based on the field test of a reinforced tailings accumulation …

The present study investigates the non-linear soil-pile interaction using three-dimensional
(3D) non-linear finite element models. The numerical models were validated by using the …

Pile surface roughness is an important characteristic determining the displacement
response of piles under various loading conditions since it leads to surface friction …

Soil stabilization using pozzolanic admixtures, particularly metakaolin, has gained
significant attention in geotechnical engineering for enhancing soil properties. This study …

The seismic design of pile foundations mainly relies on analyzing the seismic response of
layered, liquefiable locations. Two design scenarios are taken into consideration from the …

Deep foundations could be preferred instead of shallow foundations in the event that the
loads coming from the structure are excessive and the soil state is inconvenient …