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 …

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 …

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 …

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 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 …

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 …

Geosynthetic reinforced soil embankment are extensively applied in the construction of high-
speed railway and highway in mountainous regions but limited field monitoring is conducted …

The direct shear test and the pullout tests are two widely used test procedures for
determining the properties of the soil–geosynthetic interface. It is evident from the previous …

This research describes results of pullout tests performed on two new systems to reinforce
the fine-grained silica sand classified as SP in the Unified Soil Classification System. The …