Finite element versus limit equilibrium methods for analysis of lateral support

dc.contributor.author	Potgieter, Jean
dc.contributor.author	Jacobsz, 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