Permanent Displacement of Nailed Soil Slopes Subjected to Earthquake Loading

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dc.contributor.author Chavan, D. S.
dc.contributor.author Mondal, Goutam
dc.contributor.author Prashant, Amit
dc.contributor.other 15th World Conference on Earthquake Engineering
dc.coverage.spatial Lisbon, PT
dc.date.accessioned 2014-04-23T16:27:11Z
dc.date.available 2014-04-23T16:27:11Z
dc.date.issued 2012-09-23
dc.identifier.citation Chavan, D. S. ; Mondal, G. and Prashant, Amit, "Permanent Displacement of Nailed Soil Slopes Subjected to Earthquake Loading", in 15th World Conference on Earthquake Engineering, Lisbon, PT, September 24-28, 2012. en_US
dc.identifier.uri https://repository.iitgn.ac.in/handle/123456789/1091
dc.description.abstract In-situ soil slopes and embankments are often reinforced with nails to improve their static and seismic performance. Michalowski and You (2000) developed an approximate method based on kinematic approach of limit analysis to estimate the permanent displacement of geosynthetic-reinforced soil slopes subjected to earthquake loading. In this paper, this approximate method is verified through finite element (FE) analysis of nailed soil slopes considering the soil and the nail as nonlinear and linear elastic materials, respectively. Radiation damping has been considered by using Lysmer-Khulemeyer (L-K) dampers at the soil boundaries of the FE model. Soil is assumed to be dry and cohesionless, and analyzed under plane strain conditions. The permanent displacements from approximate method and FE analysis have been compared. It is found that the displacements from FE analysis are considerably (more than 10%) less than those from approximate method. en_US
dc.description.statementofresponsibility by D. S. Chavan, G. Mondal and Amit Prashant
dc.language.iso en en_US
dc.subject FE model en_US
dc.subject Nailed slope en_US
dc.subject Soil nonlinearity en_US
dc.title Permanent Displacement of Nailed Soil Slopes Subjected to Earthquake Loading en_US
dc.type Article en_US


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