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Please use this identifier to cite or link to this item: https://doi.org/10.1016/0141-1195(86)90061-6
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dc.titleAUTOMATED KINEMATIC ANALYSIS OF ROCK SLOPE STABILITY
dc.contributor.authorKHEOK, SC
dc.contributor.authorLEUNG, CF
dc.date.accessioned2021-12-23T02:40:33Z
dc.date.available2021-12-23T02:40:33Z
dc.date.issued1986-10-01
dc.identifier.citationKHEOK, SC, LEUNG, CF (1986-10-01). AUTOMATED KINEMATIC ANALYSIS OF ROCK SLOPE STABILITY. ADVANCES IN ENGINEERING SOFTWARE AND WORKSTATIONS 8 (4) : 205-210. ScholarBank@NUS Repository. https://doi.org/10.1016/0141-1195(86)90061-6
dc.identifier.issn09613552
dc.identifier.urihttps://scholarbank.nus.edu.sg/handle/10635/211776
dc.description.abstractIn order to automate the kinematic analysis of rock slope stability, an alternative approach involving a vector method is proposed. A computer program is provided, which is suitable for use on a microcomputer and which can analyse possible plane sliding, wedge sliding and toppling of rock slope excavations. The program is verified by examples which show that the proposed analysis is more accurate and efficient than conventional stereonet method. © 1986.
dc.language.isoen
dc.publisherELSEVIER SCI LTD
dc.sourceElements
dc.subjectScience & Technology
dc.subjectTechnology
dc.subjectEngineering, Multidisciplinary
dc.subjectEngineering
dc.typeArticle
dc.date.updated2021-12-19T04:35:35Z
dc.contributor.departmentCIVIL AND ENVIRONMENTAL ENGINEERING
dc.description.doi10.1016/0141-1195(86)90061-6
dc.description.sourcetitleADVANCES IN ENGINEERING SOFTWARE AND WORKSTATIONS
dc.description.volume8
dc.description.issue4
dc.description.page205-210
dc.published.statePublished
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