Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/102510
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dc.contributor.authorTaheri, A.en
dc.contributor.authorTaheri, A.en
dc.contributor.authorTani, K.en
dc.date.issued2007en
dc.identifier.citationProceedings of the 1st North American Landslide Conference, 2007 / Schaefer, V.R., Schuster, R.L., Turner, A.K. (ed./s), pp.1879-1887en
dc.identifier.isbn0975429531en
dc.identifier.isbn9780975429532en
dc.identifier.urihttp://hdl.handle.net/2440/102510-
dc.descriptionLandslides and Society: Integrated Science, Engineering, Management, and Mitigation. Conference Proceedings in published (book) form and on CD-ROM, as well as a conference program with abstractsen
dc.description.abstractThis paper presents a study of railway cut slope instability at Northeast of Iran. In 1996 the failure occurred at eastern side of the trench, after a long raining period. The trench has been cut in marl, with a well defined weathering profile, from unweathered at depth, to fully weathered at the ground surface. In order to determine the shear strength parameters of the failed ground mass, some back analyses of the failed slope were performed, using a limit equilibrium method by means of CLARA scientific software. By this, the relationship between cohesion and friction angle and also the most probable shear strength values were found. In addition, the change of marly layer with depth was made clear. The main designed stabilization method is, to construct a number of lime columns inside the slide mass and a lime wall at the toe of the unstable slope. The desired configuration of the lime columns was determined by performing some stability analysis, using Finite Element Method by means of PLAXIS 7.2 software. These analyses demonstrate that, by constructing lime columns at 20×20 m grid, the safety factor of the unstable mass will be increased from 1.10 to 1.36 in short-term period, and to 1.50 in long-term period.en
dc.description.statementofresponsibilityAbbas Taheri, Ali Taheri, K. Tanien
dc.language.isoenen
dc.publisherAssociation of Environmental & Engineering Geologistsen
dc.relation.ispartofseriesSpecial publication; 30en
dc.rights© 2007en
dc.source.urihttp://www.aegweb.org/en
dc.titleCharacterization and stabilization of an unstable railway cut slope in marl - A case studyen
dc.typeConference paperen
dc.identifier.rmid0030057903en
dc.contributor.conference1st North American Landslide Conference (03 Jun 2007 - 08 Jun 2007 : Colorado, USA)en
dc.identifier.pubid264082-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.library.teamDS03en
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
Appears in Collections:Civil and Environmental Engineering publications

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