Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/2614
Full metadata record
DC FieldValueLanguage
dc.contributor.authorPatel, Vikrant-
dc.contributor.authorPatra, Shantanu-
dc.contributor.authorPavan Kumar, P V-
dc.date.accessioned2017-01-10T13:36:32Z-
dc.date.available2017-01-10T13:36:32Z-
dc.date.issued2016-12-
dc.identifier.citationIndian Geotechnical Conference (IGC 2016), IIT Madras, Chennai, India, 15-17 December 2016en_US
dc.identifier.urihttp://hdl.handle.net/2080/2614-
dc.descriptionCopyright belongs to the proceeding publisheren_US
dc.description.abstractIn this paper a case study is considered to study the behavior of a 3.6m high MSE wall reinforced with geogrid reinforcement. Reinforcement spacing is 0.6m. A limit analysis has been carried out using LimitState:GEO (which used discontinuity layout optimization DLO) to study the performance of a full scale wall. The maximum reinforcement tension at each level was computed and the results are compared with the measured values. Computation of load coming on reinforcement under different surcharge load is done by analytical approach using MATLAB. In this paper analytical model (current AASHTO Simplified Method) are also prepared with different surcharge loading. The computed values of maximum load on reinforcement are finally compared with the measured values. The results show the LimitStateGEO analysis gives a better estimation of the maximum reinforcement tension compared to the measured values.en_US
dc.subjectReinforced soil wallen_US
dc.subjectLimitStateen_US
dc.subjectGEOen_US
dc.subjectAnalytical modelen_US
dc.titleLimit analysis of full scale MSE WALL- A comparative studyen_US
dc.typeArticleen_US
Appears in Collections:Conference Papers

Files in This Item:
File Description SizeFormat 
2016_IGC_VPatel_LimitAnalysis.pdf471.02 kBAdobe PDFView/Open


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