{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/109532"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/109532","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Influence of tandem axle on pavement responses and weight limit equivalency","abstract":"The student, Aravind Ramakrishnan, submitted this Thesis for approval on 2020-12-08 at 12:33.","abstract_html":"The student, Aravind Ramakrishnan, submitted this Thesis for approval on 2020-12-08 at 12:33.","abstract_has_math":false,"creators":["Ramakrishnan, Aravind"],"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":2021,"date_issued":"2021-03-05T21:42:51Z","date_published":"2021-03-05T21:42:51Z","updated_at":"2026-07-22T22:24:50Z","subjects":["Load equivalency","Tandem axle","Strain Recovery"],"languages":["en"],"rights":["Copyright 2020 Aravind Ramakrishnan"],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/2142/109532","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":["Ramakrishnan, Aravind"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2021-03-05T21:42:51Z","2023-03-05T21:43:00Z","2020-12-08","2020-12"]},{"key":"dc:type","label":"Dc Type","values":["text","Thesis"]},{"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":["Load equivalency","Tandem axle","Strain Recovery"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language","label":"Dc Language","values":["en"]},{"key":"dc:rights","label":"Dc Rights","values":["Copyright 2020 Aravind Ramakrishnan"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/109532"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["The student, Aravind Ramakrishnan, submitted this Thesis for approval on 2020-12-08 at 12:33.","This Thesis was approved for publication on 2020-12-08 at 17:03.","DSpace SAF Submission Ingestion Package generated from Vireo submission #16088 on 2021-03-04 at 16:20:44","Currently, pavements are designed using layered elastic theory (LET), which makes it easy to obtain the responses for a given loading configuration. However, LET minimizes the influence of axle loading configurations on pavements. Axle load limits for single (20 kips) and tandem axle (34 kips) are intended to be set so that the damage they produce is the same. In other words, axles at their corresponding weight limits are considered equivalent. Because pavement layers are more complicated than a linear elastic material, LET tends to underpredict loading responses and, hence, the damage. Therefore, to understand the effect of loading configuration on asphalt concrete (AC) behavior, Actual tandem loading and flexible pavement structure were modeled using finite element. The influence a 4.5-ft spaced tandem axle on flexible pavement responses and strain recovery were qualitatively assessed. The results showed that the effect of a tandem axle was highly pronounced for vertical strain on the subgrade, followed by that on the granular base, and then finally the transverse strain at bottom of the AC. Such responses could be approximately 1.5 to 1.75 times that of the single axle model. Stress-pulse analysis suggested that a tandem axle could be simulated accurately in laboratory tests. Although stress-pulse magnitude and shape (when no overlap is observed) are known to be independent of speed, loading-pulse duration can be calculated to identify the rest period. Similarly, domain analysis suggested that damage potential was affected by temperature and speed, which should be considered in platoon designs. Transfer functions from Mechanistic Empirical Pavement Design Guide (MEPDG) were used to compute pavement damage. Tandem axle (34 kips) and single axle (20 kips) were found to be inequivalent, confirming that the damage of the tandem axle was higher than single axle. For the given specific case, tandem axle weight of 30 kips was found to be equivalent to single axle (20 kips). This equivalency might be material, speed, tandem spacing, and structure dependent. Given the national goods movement, national weight limits should be applied after establishing an equivalency factor that consider pavement damage mechanistically.","Submission published under a 24 month embargo labeled 'U of I Access', the embargo will last until 2022-12-01","The student, Aravind Ramakrishnan, accepted the attached license on 2020-12-08 at 12:17.","Made available in DSpace on 2021-03-05T21:42:51Z (GMT). No. of bitstreams: 2 RAMAKRISHNAN-THESIS-2020.pdf: 1114823 bytes, checksum: 40356dd2dfa331e704b64a02657e3dd3 (MD5) LICENSE.txt: 4217 bytes, checksum: f3183155499cf114b844e42ebb8043d9 (MD5) Previous issue date: 2020-12-08","Embargo set by: Seth Robbins for item 117237 Lift date: 2023-03-05T21:43:00Z Reason: Author requested U of Illinois access only (OA after 2yrs) in Vireo ETD system","Author requested U of Illinois access only (OA after 2yrs) in Vireo ETD system","U of I Only"]},{"key":"dc:format","label":"Dc Format","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["Influence of tandem axle on pavement responses and weight limit equivalency"]}]}],"canonical_facts":{"dc:contributor":["Al-Qadi, Imad L."],"dc:creator":["Ramakrishnan, Aravind"],"dc:date":["2021-03-05T21:42:51Z","2023-03-05T21:43:00Z","2020-12-08","2020-12"],"dc:description":["The student, Aravind Ramakrishnan, submitted this Thesis for approval on 2020-12-08 at 12:33.","This Thesis was approved for publication on 2020-12-08 at 17:03.","DSpace SAF Submission Ingestion Package generated from Vireo submission #16088 on 2021-03-04 at 16:20:44","Currently, pavements are designed using layered elastic theory (LET), which makes it easy to obtain the responses for a given loading configuration. However, LET minimizes the influence of axle loading configurations on pavements. Axle load limits for single (20 kips) and tandem axle (34 kips) are intended to be set so that the damage they produce is the same. In other words, axles at their corresponding weight limits are considered equivalent. Because pavement layers are more complicated than a linear elastic material, LET tends to underpredict loading responses and, hence, the damage. Therefore, to understand the effect of loading configuration on asphalt concrete (AC) behavior, Actual tandem loading and flexible pavement structure were modeled using finite element. The influence a 4.5-ft spaced tandem axle on flexible pavement responses and strain recovery were qualitatively assessed. The results showed that the effect of a tandem axle was highly pronounced for vertical strain on the subgrade, followed by that on the granular base, and then finally the transverse strain at bottom of the AC. Such responses could be approximately 1.5 to 1.75 times that of the single axle model. Stress-pulse analysis suggested that a tandem axle could be simulated accurately in laboratory tests. Although stress-pulse magnitude and shape (when no overlap is observed) are known to be independent of speed, loading-pulse duration can be calculated to identify the rest period. Similarly, domain analysis suggested that damage potential was affected by temperature and speed, which should be considered in platoon designs. Transfer functions from Mechanistic Empirical Pavement Design Guide (MEPDG) were used to compute pavement damage. Tandem axle (34 kips) and single axle (20 kips) were found to be inequivalent, confirming that the damage of the tandem axle was higher than single axle. For the given specific case, tandem axle weight of 30 kips was found to be equivalent to single axle (20 kips). This equivalency might be material, speed, tandem spacing, and structure dependent. Given the national goods movement, national weight limits should be applied after establishing an equivalency factor that consider pavement damage mechanistically.","Submission published under a 24 month embargo labeled 'U of I Access', the embargo will last until 2022-12-01","The student, Aravind Ramakrishnan, accepted the attached license on 2020-12-08 at 12:17.","Made available in DSpace on 2021-03-05T21:42:51Z (GMT). No. of bitstreams: 2 RAMAKRISHNAN-THESIS-2020.pdf: 1114823 bytes, checksum: 40356dd2dfa331e704b64a02657e3dd3 (MD5) LICENSE.txt: 4217 bytes, checksum: f3183155499cf114b844e42ebb8043d9 (MD5) Previous issue date: 2020-12-08","Embargo set by: Seth Robbins for item 117237 Lift date: 2023-03-05T21:43:00Z Reason: Author requested U of Illinois access only (OA after 2yrs) in Vireo ETD system","Author requested U of Illinois access only (OA after 2yrs) in Vireo ETD system","U of I Only"],"dc:format":["application/pdf"],"dc:identifier":["http://hdl.handle.net/2142/109532"],"dc:language":["en"],"dc:rights":["Copyright 2020 Aravind Ramakrishnan"],"dc:subject":["Load equivalency","Tandem axle","Strain Recovery"],"dc:title":["Influence of tandem axle on pavement responses and weight limit equivalency"],"dc:type":["text","Thesis"],"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":"2026-07-22T22:24:50Z"}