Geogrid–soil interaction is a key issue to describe geogrid reinforcement mechanisms. In
order to investigate the geogrid–soil interface behaviour, both experimental and numerical …

Soil-reinforcement interface friction is an important geotechnical engineering parameter that
needs to be assessed in achieving a safe and cost-effective design. In this study, the effect of …

Understanding soil-geogrid interaction is essential for the analysis and design of geogrid-
reinforced soil structures. A first step towards accurate modeling of this interaction is …

A numerical simulation of geocell-reinforced foundation beds is reported. The three-
dimensional geocells and soil are simulated separately using FLAC 3D Finite Difference …

The paper examines the efficacy of using small, welded metal plates (pegs) in enhancing
the pullout resistance of commercially available geogrids. Soil deformations and particle …

The paper describes the interface behaviour of bottom ash, obtained from two thermal power
plants, and geogrid for possible utilization as a reinforced fill material in reinforced soil …

The embankment and slope are prone to internal deformation and progressive failure under
the coupling action of water, heat and force. Therefore, scholars have attempted to reflect the …

The factors influencing geogrid–soil interface characteristics are critical design parameters
in some geotechnical designs. This study describes pull-out tests performed on gravelly …

This paper presents the results from a laboratory modeling tests and numerical studies
carried out on circular and square footings assuming the same plan area that rests on …

The pullout resistance of reinforcement, such as geogrids in mechanically stabilized earth
(MSE) walls, includes the skin friction between the soil and solid geogrid surfaces. It also …