Finite element versus limit equilibrium methods for analysis of lateral support

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dc.contributor.author Potgieter, Jean
dc.contributor.author Jacobsz, S.W. (Schalk Willem)
dc.date.accessioned 2019-10-22T12:45:44Z
dc.date.available 2019-10-22T12:45:44Z
dc.date.issued 2018-07
dc.description.abstract Soil-nails and anchors as means of lateral support in surface excavations require stability calculations during design. Generally, the acceptance criterion for such calculations is some arbitrary “factor of safety” (FoS). en_ZA
dc.description.department Civil Engineering en_ZA
dc.description.librarian am2019 en_ZA
dc.description.sponsorship Terra Strata en_ZA
dc.description.uri http://www.civils.org.za en_ZA
dc.identifier.citation Potgieter, J. & Jacobsz, S.W. 2018, 'Finite element versus limit equilibrium methods for analysis of lateral support', Civil Engineering, vol. 2018, no. 6, pp. 42-48. en_ZA
dc.identifier.issn 1021-2010
dc.identifier.uri http://hdl.handle.net/2263/71925
dc.language.iso en en_ZA
dc.publisher South African Institution of Civil Engineering en_ZA
dc.rights South African Institution of Civil Engineering en_ZA
dc.subject Soil-nails en_ZA
dc.subject Lateral support en_ZA
dc.subject Design en_ZA
dc.subject Factor of safety (FoS) en_ZA
dc.subject Finite element en_ZA
dc.subject Limit equilibrium methods en_ZA
dc.title Finite element versus limit equilibrium methods for analysis of lateral support en_ZA
dc.type Article en_ZA


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