Inclusion Of Geosynthetics As A Basally Reinforcement Into Base-Course Over Soft Soil
| dc.contributor.author | Widodo, Slamet | |
| dc.date.accessioned | 2014-10-31T08:03:25Z | |
| dc.date.available | 2014-10-31T08:03:25Z | |
| dc.date.issued | 2013-11-03 | |
| dc.identifier.citation | S. Archer, (2008), Subgrade Improvement for Paved and Unpaved Surfaces Using Geogrids, Professional Development Series. Puslitbang,(2001), Panduan Geoteknik-4, Desain dan Konstruksi, Puslitbang Prasarana Transportasi WSP International. Tencate Mirafi (2010), Geosynthetic reinforcement of the aggregate base/subbase course of pavement structures, Technical Note, TenCate Geosyhnthetics North America. G.W. Jameson, (1996), Original of Austrroads design procedures for granular pavements, Research Report ARR 292, ARRB Transport Research. Technical Handbook (2010), DuPont Typar SF Introduction. E.J. Barenberg, (1992), Subgrade stabilization, in design primer: Geotextiles and related materials, IFAI, 10-20. Tenax Corporation. (2001), Design of soft soil stabilization with Tenax geogrids, Technical reference GRID-DE-3. | en_US |
| dc.identifier.isbn | 9789796361544 | |
| dc.identifier.uri | http://hdl.handle.net/11617/4921 | |
| dc.description.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 %. | en_US |
| dc.publisher | Universitas Muhammadiyah Surakarta | en_US |
| dc.subject | Geosynthetics | en_US |
| dc.subject | reinforcement | en_US |
| dc.subject | repeated load | en_US |
| dc.subject | base-course | en_US |
| dc.subject | soft soil | en_US |
| dc.title | Inclusion Of Geosynthetics As A Basally Reinforcement Into Base-Course Over Soft Soil | en_US |
| dc.type | Article | en_US |
