Performance Analysis of Reinforced Soil Foundation Structures With Vertical Reinforcement

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dc.contributor.author Shrestha, Binod en_US
dc.contributor.author Khabbaz, Hadi en_US
dc.contributor.author Fatahi, Behzad en_US
dc.contributor.editor S. P. R. Wardani, J. Chu, S. C. Robert Lo, S. Iai, K. K. Phoon en_US
dc.date.accessioned 2012-10-12T03:36:31Z
dc.date.available 2012-10-12T03:36:31Z
dc.date.issued 2011 en_US
dc.identifier 2010003316 en_US
dc.identifier.citation Shrestha Binod, Khabbaz Hadi, and Fatahi Behzad 2011, 'Performance Analysis of Reinforced Soil Foundation Structures With Vertical Reinforcement', , World Scientific, Singapore, , pp. 443-448. en_US
dc.identifier.issn 978-981-4365-15-4 en_US
dc.identifier.other E1 en_US
dc.identifier.uri http://hdl.handle.net/10453/19270
dc.description.abstract This study examines the performance of geosynthetic reinforced wall inserting vertical elements in conjunction with conventional horizontal reinforcements. In this system, similar to normal reinforcement, the selected granular material is compacted over the horizontal reinforcement up to the designed height and then another layer of horizontal reinforcement is laid down. Numerical investigations have been carried out using finite element software, PLAXIS. Geosynthetic reinforced soil foundation performance and its characteristics have been simulated with and without vertical reinforcement under static and dynamic loads. Numerical results show that the total settlement decreases by inserting inclined reinforcement in both static and dynamic loading in general, and particularly under seismic loading. A new bearing capacity formula incorporating the contribution of both vertical and horizontal reinforcements is also introduced based on the previously published studies and the outputs of this numerical simulation. en_US
dc.language English en_US
dc.publisher World Scientific en_US
dc.relation.isbasedon en_US
dc.title Performance Analysis of Reinforced Soil Foundation Structures With Vertical Reinforcement en_US
dc.parent Proceedings of the 3rd International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation (3ICGEDMAR 2011) en_US
dc.journal.volume en_US
dc.journal.number en_US
dc.publocation Singapore en_US
dc.identifier.startpage 443 en_US
dc.identifier.endpage 448 en_US
dc.cauo.name FEIT.Faculty of Engineering & Information Technology en_US
dc.conference Verified OK en_US
dc.for 090501 en_US
dc.personcode 107957 en_US
dc.personcode 102579 en_US
dc.personcode 103865 en_US
dc.percentage 90 en_US
dc.classification.name Civil Geotechnical Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom International Conference on Geotechnical Engineering for Disaster Mitigation and Rehabilitation en_US
dc.date.activity 20110518 en_US
dc.location.activity Indonesia en_US
dc.description.keywords reinforced soil foundation, vertical reinforcement, bearing capacity, seismic analysis, numerical modelling en_US
dc.staffid en_US
dc.staffid 103865 en_US


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