{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/2315"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/2315","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"Determinação experimental, para solos residuais saturados, da variação dos parâmetros de resistência com a deformação axial","abstract":"A description of an experimental technique which makes use of the triaxial test apparatus known as the IDS test as developed by Schmertmann. This technique allows us to determine the components of shear strength of soils, according to new definitions. The shear strength at any deformation is divided into the D component (depending on the normal effective stress) and the I component (independent of normal effective stress), which are new definitions of friction strength and cohesion, respectively. Both components are defined according to changes in intergranular stresses, the structure of soil being approximately constant. Results of tests performed with four different residual soils, three in undisturbeb state and one compacted, are presented. Each test is accomplished by using only one specimen, according to this technique.","abstract_html":"A description of an experimental technique which makes use of the triaxial test apparatus known as the IDS test as developed by Schmertmann. This technique allows us to determine the components of shear strength of soils, according to new definitions. The shear strength at any deformation is divided into the D component (depending on the normal effective stress) and the I component (independent of normal effective stress), which are new definitions of friction strength and cohesion, respectively. Both components are defined according to changes in intergranular stresses, the structure of soil being approximately constant. Results of tests performed with four different residual soils, three in undisturbeb state and one compacted, are presented. Each test is accomplished by using only one specimen, according to this technique.","abstract_has_math":false,"creators":["Milititsky, Jarbas"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Lacerda, Willy Alvarenga"],"committee_chairs":[],"committee_members":[],"year":1972,"date_issued":"1972-12","date_published":"1972-12","updated_at":"2026-07-24T01:15:49Z","subjects":["Solo residual","Resistência","Deformação e estresses"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/2315","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Lacerda, Willy Alvarenga"]},{"key":"dc:creator","label":"Author","values":["Milititsky, Jarbas"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-06-27T11:47:20Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:03:31Z"]},{"key":"dc:date.issued","label":"Date","values":["1972-12"]},{"key":"dc:publisher","label":"Institution","values":["Universidade Federal do Rio de Janeiro"]},{"key":"dc:publisher.department","label":"Dc Publisher Department","values":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"]},{"key":"dc:type","label":"Dc Type","values":["Dissertação"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Solo residual","Resistência","Deformação e estresses"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["por"]},{"key":"dc:rights","label":"Dc Rights","values":["Acesso Aberto"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/11422/2315"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["A description of an experimental technique which makes use of the triaxial test apparatus known as the IDS test as developed by Schmertmann. This technique allows us to determine the components of shear strength of soils, according to new definitions. The shear strength at any deformation is divided into the D component (depending on the normal effective stress) and the I component (independent of normal effective stress), which are new definitions of friction strength and cohesion, respectively. Both components are defined according to changes in intergranular stresses, the structure of soil being approximately constant. Results of tests performed with four different residual soils, three in undisturbeb state and one compacted, are presented. Each test is accomplished by using only one specimen, according to this technique."]},{"key":"dc:title","label":"Title","values":["Determinação experimental, para solos residuais saturados, da variação dos parâmetros de resistência com a deformação axial"]}]}],"canonical_facts":{"dc:contributor.advisor":["Lacerda, Willy Alvarenga"],"dc:creator":["Milititsky, Jarbas"],"dc:date.accessioned":["2017-06-27T11:47:20Z"],"dc:date.available":["2026-05-16T03:03:31Z"],"dc:date.issued":["1972-12"],"dc:description.abstract":["A description of an experimental technique which makes use of the triaxial test apparatus known as the IDS test as developed by Schmertmann. This technique allows us to determine the components of shear strength of soils, according to new definitions. The shear strength at any deformation is divided into the D component (depending on the normal effective stress) and the I component (independent of normal effective stress), which are new definitions of friction strength and cohesion, respectively. Both components are defined according to changes in intergranular stresses, the structure of soil being approximately constant. Results of tests performed with four different residual soils, three in undisturbeb state and one compacted, are presented. Each test is accomplished by using only one specimen, according to this technique."],"dc:identifier.uri":["http://hdl.handle.net/11422/2315"],"dc:language":["por"],"dc:publisher":["Universidade Federal do Rio de Janeiro"],"dc:publisher.department":["Instituto Alberto Luiz Coimbra de Pós-Graduação e Pesquisa de Engenharia"],"dc:rights":["Acesso Aberto"],"dc:subject":["Solo residual","Resistência","Deformação e estresses"],"dc:title":["Determinação experimental, para solos residuais saturados, da variação dos parâmetros de resistência com a deformação axial"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:15:49Z"}