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Passive Pressure on Retaining Wall supporting c-Φ Backfill using Horizontal Slices Method


 
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1. Title Title of document Passive Pressure on Retaining Wall supporting c-Φ Backfill using Horizontal Slices Method
 
2. Creator Author's name, affiliation, country Sima Ghosh; Civil Engineering Department, National Institute of Technology, Agartala, Tripura; India
 
2. Creator Author's name, affiliation, country Sumen Deb; Civil Engineering Department, National Institute of Technology, Agartala, Tripura; India
 
3. Subject Discipline(s) Civil Engineering, Geotechnical Engineering
 
3. Subject Keyword(s) Passive Earth Pressure, Horizontal Slices Method, c-Φ Backfill, Rigid Retaining Wall, Wall Inclination, Curvilinear Rupture Surface
 
3. Subject Subject classification Retaining structures
 
4. Description Abstract

An attempt is made to evaluate the passive earth pressure on rigid retaining wall under static loading condition. The analysis is based on Horizontal Slices Method using c-Φ nature of backfill and the analysis generates non-linear failure surface. The effects of variation of all the parameters have been studied in detail and it is seen that the shape of the rupture surface may be hogging or sagging in nature. The results have been given both tabular as well as graphical representations.
 
5. Publisher Organizing agency, location
 
6. Contributor Sponsor(s) National Institute of Technology, Agartala
 
7. Date (YYYY-MM-DD) 2013-08-30
 
8. Type Status & genre Peer-reviewed Article
 
8. Type Type Horizontal Slices Method and generation of curvilinear rupture surface
 
9. Format File format PDF
 
10. Identifier Uniform Resource Identifier http://technical.cloud-journals.com/index.php/IJACEAR/article/view/Tech-106
11. Source Journal/conference title; vol., no. (year) International Journal of Advanced Civil Engineering and Architecture Research; Published Papers
 
12. Language English=en en
 
14. Coverage Geo-spatial location, chronological period, research sample (gender, age, etc.) Engineering properties of soil,
Previous research works regarding lateral earth pressure,
Lateral earth pressure and retaining wall
 
15. Rights Copyright and permissions

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