Inclusion Of Geosynthetics As A Basally Reinforcement Into Base-Course Over Soft Soil
Abstract
Wheels of vehicles at surface of pavement will pass through it lot of times. Therefore, pavement or base course over
soft soil always needs reinforcement. Inclusion of geosyntheticsinto base-course as basally reinforcement and
influence of a repeated loading are presented. Several existing methods such as Giroud-Han, USA Corps of Engineers
and DuPont Typar method to calculate thickness of base course over soft soil using reinforcement material either
geotextile or geogrid are presented and the influence of a repeated load will be compared. Results from calculation and
analysis indicate that Giroud-Han method gives thickness of base course higher than other methods when CBR values
of subgrade at least 2 %.