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...
| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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EDP Sciences
2019-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_02008.pdf |
| _version_ | 1818411754936336384 |
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| author | Alhajj Chehade Hicham Dias Daniel Sadek Marwan Hage Chehade Fadi Jenck Orianne |
| author_facet | Alhajj Chehade Hicham Dias Daniel Sadek Marwan Hage Chehade Fadi Jenck Orianne |
| author_sort | Alhajj Chehade Hicham |
| collection | DOAJ |
| description | 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 discretization method are used to implement the crack formation in the collapse mechanism in the internal seismic assessment of geosynthetic reinforced soil retaining walls within the framework of the pseudo-static approach. The presence of the crack leads to an increase of the required reinforcement strength that prevent the failure of the structure. |
| first_indexed | 2024-12-14T10:36:27Z |
| format | Article |
| id | doaj.art-7c89246690bf4c3393fc97e1ab3f367e |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-14T10:36:27Z |
| publishDate | 2019-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-7c89246690bf4c3393fc97e1ab3f367e2022-12-21T23:05:54ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012810200810.1051/matecconf/201928102008matecconf_incer2019_02008Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysisAlhajj Chehade HichamDias DanielSadek Marwan0Hage Chehade Fadi1Jenck Orianne2Lebanese University, Doctoral School of Sciences and TechnologiesLebanese University, Doctoral School of Sciences and TechnologiesUniv. Grenoble Alpes, CNRS, Grenoble INP**, 3SRAssessment 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 discretization method are used to implement the crack formation in the collapse mechanism in the internal seismic assessment of geosynthetic reinforced soil retaining walls within the framework of the pseudo-static approach. The presence of the crack leads to an increase of the required reinforcement strength that prevent the failure of the structure.https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_02008.pdf |
| spellingShingle | Alhajj Chehade Hicham Dias Daniel Sadek Marwan Hage Chehade Fadi Jenck Orianne Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis MATEC Web of Conferences |
| title | Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| title_full | Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| title_fullStr | Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| title_full_unstemmed | Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| title_short | Seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| title_sort | seismic internal stability assessment of geosynthetic reinforced earth retaining wall in cohesive soil using limit analysis |
| url | https://www.matec-conferences.org/articles/matecconf/pdf/2019/30/matecconf_incer2019_02008.pdf |
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