2026-09-20T03:48:35Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83178 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Buttlar, William G. Bozkurt, Diyar 2015-09-25T21:03:21Z 2015-09-25T21:03:21Z 10000-01-01 2002 2002 The study revealed that the crack treatment interlayer, ISAC, greatly reduces the tensile stresses at the bottom of the overlay after both the cooling cycle and cooling cycle plus traffic loading. On the other hand, the modified asphalt (PG 64-28) greatly reduces the tensile stresses at the top of the overlay compared to regular asphalt (PG 58-22) at the end of the cooling cycle before traffic loading. It appears that a ductile crack control system (such as ISAC) in cold temperatures can isolate the overlay from underlying existing pavement movements (contraction and curling). Made available in DSpace on 2015-09-25T21:03:21Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3044056.pdf: 6599525 bytes, checksum: 170317ee0e32cca82e0f2378a8e8777c (MD5) Previous issue date: 2002 Embargo set by: Seth Robbins for item 84459 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 142 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2002. http://hdl.handle.net/2142/83178 (MiAaPQ)AAI3044056 eng Engineering, Civil Three-Dimensional Finite Element Analysis to Evaluate Reflective Cracking Potential in Asphalt Concrete Overlays text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.