{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/72211"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/72211","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Characterization of Emulsion Aggregate Mixtures","abstract":"The engineering properties of Emulsion-Aggregate Mixtures (EAM's) are characterized using laboratory and field testing. Dense-graded and open-graded aggregates treated with HFE-300 and CSS-1 emulsions are evaluated. Shear strength, repeated loading response (resilient modulus, permanent deformation), tensile strength, Dynamic Cone Penetrometer (DCP) and curing effects are evaluated in the laboratory. In-service EAM pavement evaluation includes distresses, DCP, and non-destructive testing using the Falling Weight Deflectometer. The study concludes that EAM's are adequately characterized as an improved granular material.","abstract_html":"The engineering properties of Emulsion-Aggregate Mixtures (EAM's) are characterized using laboratory and field testing. Dense-graded and open-graded aggregates treated with HFE-300 and CSS-1 emulsions are evaluated. Shear strength, repeated loading response (resilient modulus, permanent deformation), tensile strength, Dynamic Cone Penetrometer (DCP) and curing effects are evaluated in the laboratory. In-service EAM pavement evaluation includes distresses, DCP, and non-destructive testing using the Falling Weight Deflectometer. The study concludes that EAM's are adequately characterized as an improved granular material.","abstract_has_math":false,"creators":["Anderson, John Reed"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Thompson, Marshall R."],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2014,"date_issued":"2014-12-17T21:05:13Z","date_published":"2014-12-17T21:05:13Z","updated_at":"2026-07-22T22:26:06Z","subjects":["Engineering, Civil","Engineering, Materials Science"],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["(UMI)AAI9503131"],"render_values":[{"text":"(UMI)AAI9503131","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/72211","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Thompson, Marshall R."]},{"key":"dc:creator","label":"Author","values":["Anderson, John Reed"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2014-12-17T21:05:13Z","10000-01-01","1994"]},{"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","Engineering, Materials Science"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/72211","(UMI)AAI9503131"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["The engineering properties of Emulsion-Aggregate Mixtures (EAM's) are characterized using laboratory and field testing. Dense-graded and open-graded aggregates treated with HFE-300 and CSS-1 emulsions are evaluated. Shear strength, repeated loading response (resilient modulus, permanent deformation), tensile strength, Dynamic Cone Penetrometer (DCP) and curing effects are evaluated in the laboratory. In-service EAM pavement evaluation includes distresses, DCP, and non-destructive testing using the Falling Weight Deflectometer. The study concludes that EAM's are adequately characterized as an improved granular material.","Made available in DSpace on 2014-12-17T21:05:13Z (GMT). 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Shear strength, repeated loading response (resilient modulus, permanent deformation), tensile strength, Dynamic Cone Penetrometer (DCP) and curing effects are evaluated in the laboratory. In-service EAM pavement evaluation includes distresses, DCP, and non-destructive testing using the Falling Weight Deflectometer. The study concludes that EAM's are adequately characterized as an improved granular material.","Made available in DSpace on 2014-12-17T21:05:13Z (GMT). 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