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 |