{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/120594"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/120594","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Effect of roughness-induced dynamic wheel loading on flexible pavements","abstract":"Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2025-05-01","abstract_html":"Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2025-05-01","abstract_has_math":false,"creators":["Cardenas Huaman, Johann Jhanpiere"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"M.S.","degree_level":"Thesis","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":["Al-Qadi, Imad L"],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2023,"date_issued":"2023-05","date_published":"2023-05","updated_at":"2026-07-22T22:24:57Z","subjects":["Dynamic Wheel Loading","Numerical Analysis","Flexible Pavements","Road Roughness","Pavement Modeling","Pavement Mechanics","Rolling Conditions"],"languages":["en","eng"],"rights":["Copyright 2023 Johann Cardenas Huaman"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"https://hdl.handle.net/2142/120594","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor","label":"Contributor","values":["Al-Qadi, Imad L"]},{"key":"dc:creator","label":"Author","values":["Cardenas Huaman, Johann Jhanpiere"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2023-05","2023-05-05"]},{"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":["Thesis"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"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":["Dynamic Wheel Loading","Numerical Analysis","Flexible Pavements","Road Roughness","Pavement Modeling","Pavement Mechanics","Rolling Conditions"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["en","eng"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright 2023 Johann Cardenas Huaman"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["https://hdl.handle.net/2142/120594"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2025-05-01","The student, Johann Cardenas Huaman, accepted the attached license on 2023-05-05 at 12:05.","The student, Johann Cardenas Huaman, submitted this Thesis for approval on 2023-05-05 at 13:32.","This Thesis was approved for publication on 2023-05-05 at 15:54.","DSpace SAF Submission Ingestion Package generated from Vireo submission #19355 on 2023-09-01 at 17:22:25","The deterioration of the US transportation highway network and the onset of new technologies in the freight industry are expected to cause changes in the axle load magnitude and distribution, which would further exacerbate their effects. In this study, a decoupled vehicle–tire–pavement interaction model was used to establish a mechanistic framework to predict critical pavement responses. The response to roughness-induced dynamic wheel load amplification and non-free rolling condition contact stresses were considered, which usually overlooked. State-of-the-art numerical models were used to account for pavement unevenness, vehicle dynamics, three-dimensional and non-uniform contact stresses, and the complex pavement material characteristics. The performed numerical simulations provided a means to analytically quantify the variation of vertical and in-plane contact stress distribution. That allowed the consideration of full braking and acceleration scenarios. Hence, changes in strain field distribution and peak values for typical pavement structures under various axle configurations and axle loads were determined. Critical pavement responses, longitudinal and transverse tensile strains at the bottom of the asphalt concrete layer and shear strain in the asphalt concrete layer, were found to be highly depended on the in-plane components of the contact stress distribution. Overlooking load amplification due to road roughness and impact of rolling conditions would results in unpredicting pavement distresses, such as bottom-up fatigue cracking, near-surface cracking, and rutting."]},{"key":"dc:format","label":"Dc Format","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["Effect of roughness-induced dynamic wheel loading on flexible pavements"]}]}],"canonical_facts":{"dc:contributor":["Al-Qadi, Imad L"],"dc:creator":["Cardenas Huaman, Johann Jhanpiere"],"dc:date":["2023-05","2023-05-05"],"dc:description":["Submission published under a 24 month embargo labeled 'Closed Access', the embargo will last until 2025-05-01","The student, Johann Cardenas Huaman, accepted the attached license on 2023-05-05 at 12:05.","The student, Johann Cardenas Huaman, submitted this Thesis for approval on 2023-05-05 at 13:32.","This Thesis was approved for publication on 2023-05-05 at 15:54.","DSpace SAF Submission Ingestion Package generated from Vireo submission #19355 on 2023-09-01 at 17:22:25","The deterioration of the US transportation highway network and the onset of new technologies in the freight industry are expected to cause changes in the axle load magnitude and distribution, which would further exacerbate their effects. In this study, a decoupled vehicle–tire–pavement interaction model was used to establish a mechanistic framework to predict critical pavement responses. The response to roughness-induced dynamic wheel load amplification and non-free rolling condition contact stresses were considered, which usually overlooked. State-of-the-art numerical models were used to account for pavement unevenness, vehicle dynamics, three-dimensional and non-uniform contact stresses, and the complex pavement material characteristics. The performed numerical simulations provided a means to analytically quantify the variation of vertical and in-plane contact stress distribution. That allowed the consideration of full braking and acceleration scenarios. Hence, changes in strain field distribution and peak values for typical pavement structures under various axle configurations and axle loads were determined. Critical pavement responses, longitudinal and transverse tensile strains at the bottom of the asphalt concrete layer and shear strain in the asphalt concrete layer, were found to be highly depended on the in-plane components of the contact stress distribution. Overlooking load amplification due to road roughness and impact of rolling conditions would results in unpredicting pavement distresses, such as bottom-up fatigue cracking, near-surface cracking, and rutting."],"dc:format":["application/pdf"],"dc:identifier":["https://hdl.handle.net/2142/120594"],"dc:language":["en","eng"],"dc:rights":["Copyright 2023 Johann Cardenas Huaman"],"dc:subject":["Dynamic Wheel Loading","Numerical Analysis","Flexible Pavements","Road Roughness","Pavement Modeling","Pavement Mechanics","Rolling Conditions"],"dc:title":["Effect of roughness-induced dynamic wheel loading on flexible pavements"],"dc:type":["text"],"thesis:degree_discipline":["Civil Engineering"],"thesis:degree_level":["Thesis"],"thesis:degree_name":["M.S."],"thesis:institution_name":["University of Illinois at Urbana-Champaign"]},"updated_at":"2026-07-22T22:24:57Z"}