{"id":{"repo_id":"brazil-uerj","oai_identifier":"oai:pantheon.ufrj.br:11422/6333"},"canonical_url":"https://search.dev.ndltd.org/etd/brazil-uerj/oai:pantheon.ufrj.br:11422/6333","repository":{"repo_id":"brazil-uerj","name":"Brazil UERJ","base_url":"https://pantheon.ufrj.br/oai/request"},"display":{"title":"A resistência residual de solos determinada através do ensaio de cisalhamento por torção","abstract":"The ring shear equipment developed by Bromhead (1979) to measure the soil residual strength is used here. Initially a detailed literature review on the residual strength is presented. It follows a description of equipment and test procedures. For comparison purposes, results of the direct shear tests with polished face are presented, and corresponding equipment and test procedures are briefly described. Results of tests on kaolin-bentonite mixtures for a number of stress levels are presented. Multistage and single-stage testing techniques are used for the Bromhead equipment. The results obtained show the variation of the residual strength both with the stress level and with clay fraction, and are in accordance with those obtained in the literature.","abstract_html":"The ring shear equipment developed by Bromhead (1979) to measure the soil residual strength is used here. Initially a detailed literature review on the residual strength is presented. It follows a description of equipment and test procedures. For comparison purposes, results of the direct shear tests with polished face are presented, and corresponding equipment and test procedures are briefly described. Results of tests on kaolin-bentonite mixtures for a number of stress levels are presented. Multistage and single-stage testing techniques are used for the Bromhead equipment. The results obtained show the variation of the residual strength both with the stress level and with clay fraction, and are in accordance with those obtained in the literature.","abstract_has_math":false,"creators":["Vasconcelos, Maria de Fatima Costa de"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Almeida, Marcio de Souza Soares de"],"committee_chairs":[],"committee_members":[],"year":1992,"date_issued":"1992-05","date_published":"1992-05","updated_at":"2026-07-24T01:16:21Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/6333","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Almeida, Marcio de Souza Soares de"]},{"key":"dc:creator","label":"Author","values":["Vasconcelos, Maria de Fatima Costa de"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2019-02-01T13:46:23Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:01:24Z"]},{"key":"dc:date.issued","label":"Date","values":["1992-05"]},{"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":["Engenharia Civil"]}]},{"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/11422/6333"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["The ring shear equipment developed by Bromhead (1979) to measure the soil residual strength is used here. Initially a detailed literature review on the residual strength is presented. It follows a description of equipment and test procedures. For comparison purposes, results of the direct shear tests with polished face are presented, and corresponding equipment and test procedures are briefly described. Results of tests on kaolin-bentonite mixtures for a number of stress levels are presented. Multistage and single-stage testing techniques are used for the Bromhead equipment. The results obtained show the variation of the residual strength both with the stress level and with clay fraction, and are in accordance with those obtained in the literature."]},{"key":"dc:title","label":"Title","values":["A resistência residual de solos determinada através do ensaio de cisalhamento por torção"]}]}],"canonical_facts":{"dc:contributor.advisor":["Almeida, Marcio de Souza Soares de"],"dc:creator":["Vasconcelos, Maria de Fatima Costa de"],"dc:date.accessioned":["2019-02-01T13:46:23Z"],"dc:date.available":["2026-05-16T03:01:24Z"],"dc:date.issued":["1992-05"],"dc:description.abstract":["The ring shear equipment developed by Bromhead (1979) to measure the soil residual strength is used here. Initially a detailed literature review on the residual strength is presented. It follows a description of equipment and test procedures. For comparison purposes, results of the direct shear tests with polished face are presented, and corresponding equipment and test procedures are briefly described. Results of tests on kaolin-bentonite mixtures for a number of stress levels are presented. Multistage and single-stage testing techniques are used for the Bromhead equipment. The results obtained show the variation of the residual strength both with the stress level and with clay fraction, and are in accordance with those obtained in the literature."],"dc:identifier.uri":["http://hdl.handle.net/11422/6333"],"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":["Engenharia Civil"],"dc:title":["A resistência residual de solos determinada através do ensaio de cisalhamento por torção"],"dc:type":["Dissertação"]},"updated_at":"2026-07-24T01:16:21Z"}