Pullout tests on geogrids have been regarded as the most direct way to investigate geogrid–soil interaction. In pullout geogrids, either static or dynamic load is commonly used for applying vertical loads. order influence of and test results, are carried out analyze mechanical response soils under from large-scale tester. The results show that frequency amplitude significant effects load. inter...

In road base layers, geogrids assume the reinforcement or stabilization function where good interaction between geogrid and unbound material is important. The cyclic triaxial test can be used for analysing material. paper includes an overview of research primarily assessing influence parameters such as stiffness, geometry aperture size, position number on with layer to determine contribution ap...

an experimental program was conducted to determine the effects of geosynthetic reinforcement on mitigating reflection cracking in asphalt overlays. the objectives of this study were to asses the effects of geosynthetics inclusion and its placement location on the accumulation of permanent deformation. to simulate an asphalt pavement overlaid on top of a crack in a concrete or asphalt pavement, ...

The construction of integral bridges is one the most effective methods to reduce bridges’ and in-service costs. However, there are associated geotechnical problems with their abutments backfill due integrated abutments. main goal this study evaluate quantify benefits geogrid reinforcement for reducing backfill’s problems. For purpose, using small-scale physical modeling, reinforcing an abutment...

Plate anchors are one of the most common types ground used in foundation systems, as they transfer loads from to soil prevent overturning and overcome forces that could threaten integrity structure. The present work concerns study combined effects among behavior anchor plate sandy with without water presence a static state at different head level (h=15, 30, 40 cm) above base for two states impr...