DSpace Welsh Repository Network Partner WRN Partners

University of South Wales DSpace >
University of South Wales >
Theses >
PhD theses >

Please use this identifier to cite or link to this item: http://hdl.handle.net/10265/568

Title: Critical assessment of existing slope stability formulae and application to slope stabilisation
Authors: Firat, Seyhan
Issue Date: 16-May-2012
Citation: Firat, S. (1998) Critical assessment of existing slope stability formulae and application to slope stabilisation. Unpublished PhD thesis. University of Glamorgan.
Abstract: In this research, extensive use has been made of limit equilibrium methods of analysis for studying the stability of slopes. For the determination of the factor of safety (FOS) of slopes, the usual two-step process has been adopted; (a) assuming a slip surface for the soil mass, and (b) using the appropriate limit equilibrium equation(s). Eight wellknown limit equilibrium methods have been programmed to calculate different FOS values. The comparative performance of the various analyses has been carried out successfully using case studies. The innovative use of Gauss quadrature to calculate the FOS values has been shown to reducet he iterative sequencesd ramatically with no loss of accuracy. A visco-plastic flow model has been proposed to estimate lateral forces on piles used for slope stabilisation. The present research data occupies an "in-between" position to the previously reported values, with the variation trend being confirmed satisfactorily in all cases. Slope stabilisation due to the presence of a row of piles has been investigated using two distinct lateral load estimations. These include theories of plastic deformation and the proposed visco-plastic flow which are modelled and implemented in a computer program. Eight well-known methods of slope stability analyses have been adopted and computer coded to re-calculate FOS values for a slope reinforced by a row of piles. A Finite Element computer program has been developed to evaluate the displacement, bending moment and shear force along the pile axis. The pile is analysed at two levels above and below the slip failure surface.
URI: http://hdl.handle.net/10265/568
Appears in Collections:PhD theses

Files in This Item:

File Description SizeFormat
267238.pdf13.39 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback