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https://hdl.handle.net/10216/69570Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.creator | Miguel Amaral | |
| dc.creator | Sara Rios | |
| dc.creator | António Joaquim Pereira Viana Da Fonseca | |
| dc.date.accessioned | 2022-09-07T19:16:03Z | - |
| dc.date.available | 2022-09-07T19:16:03Z | - |
| dc.date.issued | 2012 | |
| dc.identifier.issn | 1854-0171 | |
| dc.identifier.other | sigarra:65240 | |
| dc.identifier.uri | https://hdl.handle.net/10216/69570 | - |
| dc.description.abstract | The yielding locus of a well-graded silty sand was analysed by means of isotropic compression tests and scanning electron microscopy (SEM). The tests were performed with precise instrumentation, for internal and external strain measurements, and shear-wave velocity measurements by means of bender elements. Finally, aiming at an accurate evaluation of the yield stress, four different methods were applied - two quite well know and the other two being innovative - leading to interesting conclusions. | |
| dc.language.iso | eng | |
| dc.rights | openAccess | |
| dc.rights.uri | https://creativecommons.org/licenses/by-nc/4.0/ | |
| dc.subject | Engenharia civil | |
| dc.subject | Civil engineering | |
| dc.title | Yielding in isotropic compression of Porto silty sand | |
| dc.type | Artigo em Revista Científica Internacional | |
| dc.contributor.uporto | Faculdade de Engenharia | |
| dc.subject.fos | Ciências da engenharia e tecnologias::Engenharia civil | |
| dc.subject.fos | Engineering and technology::Civil engineering | |
| Appears in Collections: | FEUP - Artigo em Revista Científica Internacional | |
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