Computational Technology Resources - CCC

Paper 12.1

The limit state function of slope stability analysis using Latin-Hypercube method with Janbu simplification

F. Kápolnainé Nagy-Göde and Á. Török

Department of Engineering Geology and Geotechnics, Budapest University of Technology and Economics, Hungary

doi:10.4203/ccc.6.12.1

F. Kápolnainé Nagy-Göde, Á. Török, "The limit state function of slope stability analysis using Latin-Hypercube method with Janbu simplification", in P. Ivanyi, J. Kruis, B.H.V. Topping, (Editors), "Proceedings of the Seventeenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 6, Paper 12.1, 2023, doi:10.4203/ccc.6.12.1

Keywords: landslide, high bank, probabilistic analysis, reliability, limit state function.

Abstract

This paper provides reliability analysis and outlines its possible use in landslide analysis. The study site comprises steep slopes composed of alternating clay, sand and silty layers, at Lake Balaton (Hungary). Using the Slide2 version of the Rocscience software, we were able to detect deep circular slip surfaces that has a lower probability than the one obtained from Plaxis and Geo5 software modelling. The calculated safety factors are between 1.27 and 1.4, which only partly satisfy the requirements of Eurocode 7. These results were obtained with probabilistic calculation using Latin-Hypercube method and Janbu simplification.

download the full-text of this paper (PDF, 10 pages, 135 Kb)

go to the previous paper
go to the next paper
return to the table of contents
return to the volume description

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCC CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Conferences ISSN 2753-3239 CCC: 6 PROCEEDINGS OF THE SEVENTEENTH INTERNATIONAL CONFERENCE ON CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING COMPUTING Edited by: P. Ivanyi, J. Kruis and B.H.V. Topping Paper 12.1 The limit state function of slope stability analysis using Latin-Hypercube method with Janbu simplification F. Kápolnainé Nagy-Göde and Á. Török Department of Engineering Geology and Geotechnics, Budapest University of Technology and Economics, Hungary doi:10.4203/ccc.6.12.1 Full Bibliographic Reference for this paper F. Kápolnainé Nagy-Göde, Á. Török, "The limit state function of slope stability analysis using Latin-Hypercube method with Janbu simplification", in P. Ivanyi, J. Kruis, B.H.V. Topping, (Editors), "Proceedings of the Seventeenth International Conference on Civil, Structural and Environmental Engineering Computing", Civil-Comp Press, Edinburgh, UK, Online volume: CCC 6, Paper 12.1, 2023, doi:10.4203/ccc.6.12.1 Keywords: landslide, high bank, probabilistic analysis, reliability, limit state function. Abstract This paper provides reliability analysis and outlines its possible use in landslide analysis. The study site comprises steep slopes composed of alternating clay, sand and silty layers, at Lake Balaton (Hungary). Using the Slide2 version of the Rocscience software, we were able to detect deep circular slip surfaces that has a lower probability than the one obtained from Plaxis and Geo5 software modelling. The calculated safety factors are between 1.27 and 1.4, which only partly satisfy the requirements of Eurocode 7. These results were obtained with probabilistic calculation using Latin-Hypercube method and Janbu simplification. download the full-text of this paper (PDF, 10 pages, 135 Kb) go to the previous paper go to the next paper return to the table of contents return to the volume description
Back to top	©Civil-Comp Limited 2023 - terms & conditions