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Numerical analysis of reinforced soil retaining walls

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dc.contributor.author Georgiannou, VN en
dc.contributor.author Giannopoulos, D en
dc.contributor.author Leventakis, A en
dc.contributor.author Lefas, ID en
dc.date.accessioned 2014-03-01T02:51:08Z
dc.date.available 2014-03-01T02:51:08Z
dc.date.issued 2007 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/35394
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-80053397749&partnerID=40&md5=eb4065f89f6a0babe66dee9c6553e856 en
dc.subject Codes of practice en
dc.subject Design methods en
dc.subject Numerical analysis en
dc.subject Reinforced soil walls en
dc.subject.other Approximate calculations en
dc.subject.other Codes of practice en
dc.subject.other Design approaches en
dc.subject.other Design methods en
dc.subject.other Displacement calculation en
dc.subject.other Earth fills en
dc.subject.other Finite difference en
dc.subject.other Finite element programs en
dc.subject.other Global stability en
dc.subject.other Limit equilibrium methods en
dc.subject.other Limit state en
dc.subject.other Load factors en
dc.subject.other Material factor en
dc.subject.other Material strength en
dc.subject.other Methods of analysis en
dc.subject.other Nominal loads en
dc.subject.other Program FLAC en
dc.subject.other Reinforced soil retaining walls en
dc.subject.other Reinforced soil wall en
dc.subject.other Tension force en
dc.subject.other Computer aided engineering en
dc.subject.other Design en
dc.subject.other Environmental engineering en
dc.subject.other Numerical analysis en
dc.subject.other Reinforcement en
dc.subject.other Retaining walls en
dc.subject.other Soils en
dc.subject.other Walls (structural partitions) en
dc.subject.other Convergence of numerical methods en
dc.title Numerical analysis of reinforced soil retaining walls en
heal.type conferenceItem en
heal.publicationDate 2007 en
heal.abstract The current design approaches for reinforced earthfill structures are limit state methods, which involve nominal loads being increased by stated load factors, and material strengths reduced by stated partial material factors. Advanced numerical analyses do not suffer from the above shortcomings and have been used to assess the accuracy of the more approximate calculations. A case study of reinforced soil retaining wall sections is analysed using limit equilibrium methods. The behaviour of the walls for the same arrangement of reinforcements is examined using advanced numerical methods. Numerical analyses were performed using the finite difference program FLAC and the finite element program PLAXIS while analyses based on the codes of practice were performed using Excel calculation sheets and the SLIDE program. The global stability checks are confirmed by the observed performance of the walls when analysed using numerical methods while the latter result invariably in smaller tension forces developed in the reinforcement. Convergence in the displacement calculations and forces in the reinforcement is observed for both numerical methods of analysis. © 2007 Civil-Comp Press. en
heal.journalName Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007 en


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