Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/2215
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatra, S-
dc.contributor.authorShahu, J T-
dc.date.accessioned2014-12-10T11:38:04Z-
dc.date.available2014-12-10T11:38:04Z-
dc.date.issued2014-10-
dc.identifier.citationInternational conference on Sustainable Civil Infrastructure 2014,October 17-18,2014en_US
dc.identifier.urihttp://hdl.handle.net/2080/2215-
dc.descriptionCopyright for this paper belongs to proceeding publisheren_US
dc.description.abstractReinforced soil structures such as reinforced soil walls, embankments and slopes being safe, economical, aesthetic and rapid in constructions are gaining popularity. However understanding of actual behavior of these structures at failure still remains unsettled. Present work deals with the internal stability of reinforced soil structures due to pullout of inextensible sheet reinforcement. Kinematics of failure is such that the failure surface intersects the reinforcement obliquely thus causing an oblique pullout of the reinforcement. On the other hand conventional methods of analysis considers only axial pullout of the reinforcement and do not consider complex reinforcement-soil interaction. In this paper, a novel approach is presented for a rational analysis of inextensible sheet reinforcement subjected to an oblique pullout force assuming a linear subgrade response and inextensible sheet reinforcement after taking proper soil-reinforcement interaction into account. An updated dis...en_US
dc.language.isoenen_US
dc.subjectReinforced soilen_US
dc.subjectreinforcementen_US
dc.subjectKinematicsen_US
dc.titleAn updated discretization technique to evaluate oblique pullout capacity of inextensible reinforcementen_US
dc.typeArticleen_US
Appears in Collections:Conference Papers

Files in This Item:
File Description SizeFormat 
icsci2014_170.pdf247.29 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.