Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis

Assessment of internal seismic stability of geosynthetic reinforced cohesive soil retaining walls with likelihood for developing cracks in the failure mechanism is typically done with the limit equilibrium method. However, in this paper, the kinematic theorem of limit analysis combined with the disc...

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Bibliographic Details
Main Authors: Alhajj Chehade Hicham, Dias Daniel, Sadek Marwan, Hage Chehade Fadi, Jenck Orianne
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_02008.pdf