DocumentCode
3380283
Title
Use of geosynthetic material for reinforced earthwall construction-A review
Author
Kumar, C. Vignesh
Author_Institution
Dept. of Civil Eng., Anna Univ. of Technol., Dindigul, India
fYear
2012
fDate
19-21 July 2012
Firstpage
1
Lastpage
7
Abstract
Reinforced earth retaining wall is comparatively a new construction technique. Due to its simplicity, economy and faster pace of construction, several such retaining walls have been constructed all over the world and this technique has almost replaced the conventional reinforced concrete and gravity retaining walls. To reduce the congestion on National Highway-2 at the crossing of Kalindi Kunj near Sarita Vihar, New Delhi, a flyover was constructed along Badarpur-Ashram direction. The construction of approach road was carried out with reinforced retaining wall with friction polymeric ties (geosynthetic material) as reinforcement material. Instead of conventional earth, pond ash from the nearby Badarpur thermal power plant was used as backfill material. The paper discusses the properties of geosynthetic reinforcement; backfill material, design details and the methodology adopted for construction of reinforced approach embankment. Conclusions have been drawn about the suitability of geosynthetic material as a reinforcement and pond ash as a backfill material for the retaining wall.
Keywords
ash; building materials; construction industry; friction; geotechnical engineering; polymers; structural engineering; Badarpur-Ashram direction; Kalindi Kunj; New Delhi; Sarita Vihar; backfill material; construction technique; friction polymeric tie; geosynthetic material; pond ash; reinforced approach embankment; reinforced concrete; reinforced earth retaining wall; reinforced earthwall construction; Biology; Economics; Gravity; Materials; Soil; Strips;
fLanguage
English
Publisher
ieee
Conference_Titel
Engineering Education: Innovative Practices and Future Trends (AICERA), 2012 IEEE International Conference on
Conference_Location
Kottayam
Print_ISBN
978-1-4673-2267-6
Type
conf
DOI
10.1109/AICERA.2012.6306726
Filename
6306726
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