Publicação
From very small strains to failure
| Resumo: | Numerical methods of solution of many boundary problems in rock and soil mechanics require the knowledge of the entire stress-strain relationship through the entire range of strains from very small to strains at peak and beyond peak strengths - to failure. This paper is a contribution to clarify many of the peculiarities of soil and rock complex behaviour in this large range of strains. For this purpose a method is outlined using two types of artificial materials: grains without and with “glue” and materials without and with fissures. This has been the base to explain many of the features of several natural grounds, from rocks to soils, investigated experimentally along a wide spectrum of stress paths in laboratory tests. |
|---|---|
| Autores principais: | Biarez, J. |
| Outros Autores: | Correia, A. Gomes; Lopez-Caballero, F. |
| Assunto: | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| Ano: | 2005 |
| País: | Portugal |
| Tipo de documento: | comunicação em conferência |
| Tipo de acesso: | acesso restrito |
| Instituição associada: | Universidade do Minho |
| Idioma: | inglês |
| Origem: | RepositóriUM - Universidade do Minho |
| _version_ | 1867439665841176576 |
|---|---|
| author | Biarez, J. |
| author2 | Correia, A. Gomes Lopez-Caballero, F. |
| author2_role | author author |
| author_facet | Biarez, J. Correia, A. Gomes Lopez-Caballero, F. |
| author_role | author |
| contributor_name_str_mv | RepositóriUM - Universidade do Minho |
| country_str | PT |
| creators_json_txt | [{\"Person.name\":\"Biarez, J.\"},{\"Person.name\":\"Correia, A. Gomes\"},{\"Person.name\":\"Lopez-Caballero, F.\"}] |
| datacite.contributors.contributor.contributorName.fl_str_mv | RepositóriUM - Universidade do Minho |
| datacite.creators.creator.creatorName.fl_str_mv | Biarez, J. Correia, A. Gomes Lopez-Caballero, F. |
| datacite.date.Accepted.fl_str_mv | 2005-01-01T00:00:00Z |
| datacite.date.available.fl_str_mv | 2010-11-24T17:03:33Z |
| datacite.date.embargoed.fl_str_mv | 2010-11-24T17:03:33Z |
| datacite.rights.fl_str_mv | http://purl.org/coar/access_right/c_16ec |
| datacite.subjects.subject.fl_str_mv | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| datacite.titles.title.fl_str_mv | From very small strains to failure |
| dc.contributor.none.fl_str_mv | RepositóriUM - Universidade do Minho |
| dc.creator.none.fl_str_mv | Biarez, J. Correia, A. Gomes Lopez-Caballero, F. |
| dc.date.Accepted.fl_str_mv | 2005-01-01T00:00:00Z |
| dc.date.available.fl_str_mv | 2010-11-24T17:03:33Z |
| dc.date.embargoed.fl_str_mv | 2010-11-24T17:03:33Z |
| dc.format.none.fl_str_mv | application/pdf application/pdf |
| dc.identifier.none.fl_str_mv | https://hdl.handle.net/1822/11137 |
| dc.language.none.fl_str_mv | eng |
| dc.publisher.none.fl_str_mv | Taylor and Francis |
| dc.rights.none.fl_str_mv | http://purl.org/coar/access_right/c_16ec |
| dc.subject.none.fl_str_mv | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| dc.title.fl_str_mv | From very small strains to failure |
| dc.type.none.fl_str_mv | http://purl.org/coar/resource_type/c_5794 |
| description | Numerical methods of solution of many boundary problems in rock and soil mechanics require the knowledge of the entire stress-strain relationship through the entire range of strains from very small to strains at peak and beyond peak strengths - to failure. This paper is a contribution to clarify many of the peculiarities of soil and rock complex behaviour in this large range of strains. For this purpose a method is outlined using two types of artificial materials: grains without and with “glue” and materials without and with fissures. This has been the base to explain many of the features of several natural grounds, from rocks to soils, investigated experimentally along a wide spectrum of stress paths in laboratory tests. |
| dirty | 0 |
| eu_rights_str_mv | restrictedAccess |
| format | conferencePaper |
| fulltext.url.fl_str_mv | https://repositorium.uminho.pt/bitstreams/cdb896aa-fe06-476e-a359-1ba3e5ab8e50/download |
| id | rum_ca2d8b0db9e2c9c2d6b4299ebbf6ddee |
| identifier.url.fl_str_mv | https://hdl.handle.net/1822/11137 |
| instacron_str | repositorium |
| institution | Universidade do Minho |
| instname_str | Universidade do Minho |
| language | eng |
| network_acronym_str | rum |
| network_name_str | RepositóriUM - Universidade do Minho |
| oai_identifier_str | oai:repositorium.uminho.pt:1822/11137 |
| organization_str_mv | urn:organizationAcronym:repositorium |
| person_str_mv | Biarez, J. Correia, A. Gomes Lopez-Caballero, F. |
| publishDate | 2005 |
| publisher.none.fl_str_mv | Taylor and Francis |
| reponame_str | RepositóriUM - Universidade do Minho |
| repository_id_str | urn:repositoryAcronym:rum |
| service_str_mv | urn:repositoryAcronym:rum |
| spelling | engTaylor and FrancisporNumerical methods of solution of many boundary problems in rock and soil mechanics require the knowledge of the entire stress-strain relationship through the entire range of strains from very small to strains at peak and beyond peak strengths - to failure. This paper is a contribution to clarify many of the peculiarities of soil and rock complex behaviour in this large range of strains. For this purpose a method is outlined using two types of artificial materials: grains without and with “glue” and materials without and with fissures. This has been the base to explain many of the features of several natural grounds, from rocks to soils, investigated experimentally along a wide spectrum of stress paths in laboratory tests.application/pdfapplication/pdfporFrom very small strains to failureBiarez, J.Correia, A. GomesLopez-Caballero, F.HostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptCITATIONDI BENEDETTO, H. [et al.], ed lit. – “Deformation characteristics of geomaterials : recent investigations and prospects”. London : Taylor & Francis, cop. 2005. ISBN 0-415-36701-8. p. 125-141.ISBNIsPartOf0-415-36701-82010-11-24T17:03:33Z20052005-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/11137http://purl.org/coar/access_right/c_16ecrestricted accessSoil behaviourRock behaviourModulusStrengthVery small strainLarge strain1348648 bytes3608960 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_16ecapplication/pdffulltexthttps://repositorium.uminho.pt/bitstreams/cdb896aa-fe06-476e-a359-1ba3e5ab8e50/downloadhttp://purl.org/coar/access_right/c_16ecapplication/pdffulltexthttps://repositorium.uminho.pt/bitstreams/1a3d6f48-3cf1-413c-a89b-8ea20883ff21/download |
| spellingShingle | From very small strains to failure Biarez, J. Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| status | SINGLETON |
| subject.fl_str_mv | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| title | From very small strains to failure |
| title_full | From very small strains to failure |
| title_fullStr | From very small strains to failure |
| title_full_unstemmed | From very small strains to failure |
| title_short | From very small strains to failure |
| title_sort | From very small strains to failure |
| topic | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| topic_facet | Soil behaviour Rock behaviour Modulus Strength Very small strain Large strain |
| url | https://hdl.handle.net/1822/11137 |
| visible | 1 |