The successful application of geosynthetic reinforcement in granular soil motivates
additional research into the practicality of geosynthetics in cohesive soils. The shear …

The behavior of geotextile-reinforced embankments during an earthquake was investigated
using centrifuge model tests, considering a variety of factors such as gradient of slope, water …

Composite geotextiles with polyester yarn reinforcement have been commonly used in
combination with unsaturated soils. Both unsaturated and saturated shear strength of the …

The objective of this paper is to study the performance of hybrid geosynthetic reinforced
slopes, with permeable geosynthetic as one of its components, for low permeable backfill …

In this study, the shaking table tests were conducted to investigate the seismic response of a
high-filled reinforced embankment supported by pile and slab structure on slope terrain. The …

The objective of this paper is to examine the permeability characteristics of geosynthetic
layers under confinement with soils having relatively low permeability. For this purpose, a …

Due to the spatial variability of material characterisations in deep and large scale
excavations, stability assessment is often a challenging task. Numerous slope stability …

The stability of slopes directly affects human lives, the environment, and the economy.
Inaccurate geological profiles within numerical slope stability models can lead to potentially …

This paper presents an experimental study investigating the effect of particle shape of
granular soils on the shear strength characteristics via direct shear tests. Thirty direct shear …

A geogrid reinforced soil wall was built on Prefabricated Vertical Drain (PVD) improved
multilayer soft soils at the end of a road embankment in Shanghai, China. One day after the …