{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/83161"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/83161","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Aggregate Interlock Behavior of Large Crack Width Concrete Joints in PCC Airport Pavements","abstract":"Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.","abstract_html":"Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.","abstract_has_math":false,"creators":["Wattar, Samer Wassim"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Barenberg, Ernest J."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2015,"date_issued":"2015-09-25T21:03:10Z","date_published":"2015-09-25T21:03:10Z","updated_at":"2026-07-22T22:26:20Z","subjects":["Engineering, Civil"],"languages":["eng"],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["(MiAaPQ)AAI3017246"],"render_values":[{"text":"(MiAaPQ)AAI3017246","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/83161","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Barenberg, Ernest J."]},{"key":"dc:creator","label":"Author","values":["Wattar, Samer Wassim"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2015-09-25T21:03:10Z","10000-01-01","2001"]},{"key":"dc:type","label":"Dc Type","values":["text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Dissertation"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Ph.D."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Illinois at Urbana-Champaign"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering, Civil"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["eng"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/83161","(MiAaPQ)AAI3017246"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001.","A total of thirty-seven bench top tests were conducted. The experimental results indicate that crack width, aggregate type and gradation are the major factors influencing behavior. The surface roughness characteristics for all the joint types tested were successfully measured using digital image analysis. An analytical model for predicting the monotonic and cyclic behavior of the river gravel joint of large crack width is developed. An significant finding from this study is that it is unlikely that fatigue failure of an aggregate interlock joint will occur during the service life of the airport pavement for the specific type of joint tested, even for a crack width as large as 0.08 inch.","Made available in DSpace on 2015-09-25T21:03:10Z (GMT). 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The experimental results indicate that crack width, aggregate type and gradation are the major factors influencing behavior. The surface roughness characteristics for all the joint types tested were successfully measured using digital image analysis. An analytical model for predicting the monotonic and cyclic behavior of the river gravel joint of large crack width is developed. An significant finding from this study is that it is unlikely that fatigue failure of an aggregate interlock joint will occur during the service life of the airport pavement for the specific type of joint tested, even for a crack width as large as 0.08 inch.","Made available in DSpace on 2015-09-25T21:03:10Z (GMT). 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