The seismic cone test
| dc.contributor.author | Heymann, Gerhard | |
| dc.contributor.email | gerhard.heymann@up.ac.za | en_US |
| dc.date.accessioned | 2009-01-12T18:58:08Z | |
| dc.date.available | 2009-01-12T18:58:08Z | |
| dc.date.issued | 2003 | |
| dc.description.abstract | The seismic cone test is an in situ test used to measure body wave velocities in soils. Geotechnical parameters that may be derived from the test include void ratio, small strain stiffness and Poisson's ratio. In addition, results from the seismic cone test allows judgement to be made on the static and dynamic liquefaction potential of soils. The test makes use of a cone containing several geophones, which is hydraulically pushed into the soil under investigation. Seismic waves are generated at the surface and the time required for the waves to propagate through the soil to the cone is measured. The information is used to determine the velocities of different wave types in the material. This paper describes the seismic cone test. Field results are presented and parameters that may be derived from the results are discussed. | en_US |
| dc.identifier.citation | Heymann, G 2003, 'The seismic cone test', Journal of the South African Institution of Civil Engineering, vol. 45, no. 2, pp. 26-31 [http://www.journals.co.za/ej/ejour_civileng.html] | en_US |
| dc.identifier.issn | 1021-2019 | |
| dc.identifier.uri | http://hdl.handle.net/2263/8579 | |
| dc.language.iso | en | en_US |
| dc.publisher | South African Institution of Civil Engineering | en_US |
| dc.relation.ispartofseries | 552 | en_US |
| dc.rights | South African Institution of Civil Engineering | en_US |
| dc.subject | Seismic cone | en_US |
| dc.subject | In situ test | en_US |
| dc.subject | Body wave velocities | en_US |
| dc.subject | Soils | en_US |
| dc.subject | Void | en_US |
| dc.subject | Poisson | en_US |
| dc.subject | Hydraulically | en_US |
| dc.subject | Geophones | en_US |
| dc.title | The seismic cone test | en_US |
| dc.type | Article | en_US |