Header menu link for other important links
X
Seismic stability analysis of reinforced soil structures using pseudo-static method
, G.L. Sivakumar Babu
Published in
2009
Volume: 2
   
Pages: 1389 - 1392
Abstract
The paper pertains to the pseudo-static seismic stability analysis of reinforced soil structures. Using limit equilibrium method and assuming the failure surface to be logarithmic spiral, analysis has been conducted to maintain internal stability against both tensile and pullout failure of the reinforcements. The influence of the intensity of the surcharge load placed on the backfill is also considered in the analysis. Studies have also been made regarding the influence of backfill soil friction angle, horizontal seismic accelerations, the tensile strength of reinforcement, pullout length of the reinforcement and number of reinforcement layers on the seismic stability against tension and pullout modes of failure. © 2009 IOS Press.
About the journal
JournalProceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering