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 |