Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Geomechanics and Engineering Volume 16, Number 3, October30 2018 , pages 233-245 DOI: https://doi.org/10.12989/gae.2018.16.3.233 |
|
|
|
Comparison of behaviour of basal reinforced piled embankment with two layer of reinforcement |
||
Eren Balaban and Mehmet İ. Onur
|
||
| Abstract | ||
| Interest to basal reinforced piled embankments is increasing recently due to their rapid construction and reliability. A comprehensive parametric study is conducted to determine effects of pile properties, reinforcement stiffness, embankment properties and soft soil properties into settlements, pressures and excess pore water pressure development and dissipations. Results which are obtained by using one-layer reinforcement during construction are compared with the results obtained by using two-layer reinforcement during construction. Finite element method is used during the parametric study. Second layer of reinforcement is placed | ||
| Key Words | ||
| consolidation; settlement; geosynthetics; pile; embankment | ||
| Address | ||
| Eren Balaban: Department of Transport Structures, University of Pardubice, Studentska 95, 532 10, Pardubice, Czech Republic Mehmet İ. Onur:Department of Civil Engineering, Eskişehir Technical University, İki Eylül Kampüsü 26470 Tepebaşi/Eskişehir, Turkey | ||