... 28 12 2020 12 08 2021 © 2021 Thomas Telford Ltd 2021 Geosynthetics piled embankment soil arching cohesive soil numerical model limit equilibrium methods Soil improvement and reinforcement techniques have been used for a long time and are nowadays common due...

... friction along the geosynthetic reduces the maximum geosynthetic deflection to 2.5 to 5.3%. This reduction becomes more important when the embankment is higher. 27 05 2018 19 12 2018 22 04 2019 © 2019 Thomas Telford Ltd 2019 Geosynthetics Piled embankment Analytical model...

...H. V. Pham; D. Dias; A. Dudchenko Geosynthetic-reinforced pile-supported (GRPS) embankments are an attractive soft soil improvement technique. They are broadly used in infrastructure projects. Most previous studies focused on investigating reinforced piled embankments under static loading...

...M. S. S. Almeida; D. F. Fagundes; L. Thorel; M. Blanc This paper presents numerical and analytical models to complement experimental data obtained from 40 centrifuge tests of geosynthetic-reinforced piled embankments, 12 of which had a surcharge applied at the embankment surface. The main...

...K. Aqoub; M. Mohamed; T. Sheehan Reinforced piled embankments are being increasingly used for construction over soft ground due to their efficiency in reducing potential settlement, speed of construction, and associated cost. Most of the previous studies focused on developing understanding...

...R. Rui; Y. X. Zhai; J. Han; S. J. M. van Eekelen; C. Chen Fill deformation and surface settlement can be induced by differential settlement at the bottom of the fill in piled embankments. The deformation patterns and the relationship between the surface settlement and the differential settlement...

... 2019 Thomas Telford Ltd 2019 Geosynthetics Piled embankment Load transfer Soil arching Field measurements Prediction of deflections During the last decades, geosynthetic-reinforced pile-supported structures (GRPS) have been widely used to construct roads and railways over soft...

...P. Jelušič; B. Žlender The paper presents an optimal design for piled embankments with basal reinforcement based on multi-parametric mixed-integer non-linear programming (MINLP) optimization. For this purpose, an optimization model, PILEM, was developed. The model comprises an accurate objective...