Performance of Soft Clay Stabilization Using Geocells Under Shallow Footings | ||||
| Engineering Research Journal (Shoubra) | ||||
| Volume 45, Issue 1, July 2020, Page 68-76 PDF (983.9 K) | ||||
| Document Type: Research articles | ||||
| DOI: 10.21608/erjsh.2020.405606 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
| Nasser M. Saleh; Attia Shalaby Hassan; Amany Gouda Hassan Ali; Ahmed Saad Eldeen Elsayed Ibrahim3 | ||||
| Department of Civil Engineering.Faculty of Engineering-Shobra.Benha University | ||||
| Abstract | ||||
| Geocell is a three-dimensional cellular confinement system, used to stabilize foundations by reducing settlement and increasing bearing capacity. This paper presents alaboratory study to investigate inclusion of high-density Polymer–Polyethylene geocell as a reinforcement material in soil under footing which carrying vertical loads. The actual behaviour of soil reinforced with geocell under different load conditions has been investigated in this research. It has been found that pressure-settlement characteristics are improved owing to inclusion of geocell as reinforcement system. | ||||
| Keywords | ||||
| Geocell, Confinement, Bearing capacity, Settlement; Strap footing, eccentric loads | ||||
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