You are in:Home/Publications/PERFORMANCE OF SOFT CLAY STABILIZATION USING GEOCELLS UNDER SHALLOW FOOTINGS"

Dr. amany Gouda salama :: Publications:

Title:
PERFORMANCE OF SOFT CLAY STABILIZATION USING GEOCELLS UNDER SHALLOW FOOTINGS"
Authors: Saleh N. M., Shalabi A. M., Salama A. G. and El-Dean A. S
Year: 2019
Keywords: Geocell, Confinement, Bearing capacity, Settlement; Strap footing, eccentric loads.
Journal: Not Available
Volume: Not Available
Issue: Not Available
Pages: Not Available
Publisher: Not Available
Local/International: Local
Paper Link: Not Available
Full paper Not Available
Supplementary materials Not Available
Abstract:

Geocell is a three-dimensional cellular confinement system, which can be used to stabilize foundations by increasing bearing capacity and reducing settlement. This paper presents an experimental study to investigate the inclusion of high density Polymer–Polyethylene geocell as a reinforcement material in soil under footing which caring vertical and eccentric loads. The actual behaviour of soil reinforced with geocell under different load conditions has been revealed in this research. It has been observed that load-settlement characteristics are improved owing to the use of geocell reinforcement.

Google ScholarAcdemia.eduResearch GateLinkedinFacebookTwitterGoogle PlusYoutubeWordpressInstagramMendeleyZoteroEvernoteORCIDScopus