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With more complete researches, these methods can become a very useful aid to the evaluation of in situ concrete.","abstract_has_math":false,"creators":["Danielleto, Carla Cristina"],"institution":"Universidade Federal do Rio de Janeiro","degree_name":null,"degree_level":null,"degree_discipline":null,"degree_department":null,"school":null,"contributors":[],"advisors":["Shehata, Ibrahim Abd El Malik"],"committee_chairs":[],"committee_members":[],"year":1986,"date_issued":"1986-12","date_published":"1986-12","updated_at":"2026-07-24T01:16:07Z","subjects":["Engenharia Civil"],"languages":["por"],"rights":["Acesso Aberto"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/11422/3651","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Shehata, Ibrahim Abd El Malik"]},{"key":"dc:creator","label":"Author","values":["Danielleto, Carla Cristina"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2018-02-26T16:04:07Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2026-05-16T03:05:18Z"]},{"key":"dc:date.issued","label":"Date","values":["1986-12"]},{"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":["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/11422/3651"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["In this work we have tried to obtain the correlation between the results of partially destructive tests and the compressive strenght of standard concrete cylinders. The partially destructive testing methods used here were variations of the pull out and penetration tests. In both cases, the number of results obtained has not permitted a conclusion about the ideal correlation yet. It has been concluded, however, that the methods are promissing and should be more studied. With more complete researches, these methods can become a very useful aid to the evaluation of in situ concrete."]},{"key":"dc:title","label":"Title","values":["Avaliação da resistência do concreto em estruturas prontas"]}]}],"canonical_facts":{"dc:contributor.advisor":["Shehata, Ibrahim Abd El Malik"],"dc:creator":["Danielleto, Carla Cristina"],"dc:date.accessioned":["2018-02-26T16:04:07Z"],"dc:date.available":["2026-05-16T03:05:18Z"],"dc:date.issued":["1986-12"],"dc:description.abstract":["In this work we have tried to obtain the correlation between the results of partially destructive tests and the compressive strenght of standard concrete cylinders. 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