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Creator:: Rieke, Ross D.
Resource Type:: Masters Thesis
Full Text:: members of my graduate committee, Robert Layton and James Knudsen. Prior to, and during this research

Creator:: Younger, Krey
Resource Type:: Masters Thesis
Full Text:: thank the rest of the members of my graduate committee, Professor Robert Layton and Dr. Rita Leahy for

Creator:: Scholz, Todd
Abstract:: Significant use of cold in-place recycling (CIR) has occurred in Oregon since 1984 as an alternative to other rehabilitation techniques or to the reconstruction of distressed asphalt concrete (AC) pavements. Due to the initial success of the projects cold recycled during 1984-85, the Oregon Department of Transportation (ODOT) and Oregon...
Resource Type:: Masters Thesis
Full Text:: program. I would like to thank Dr. Dan Schafer, my minor professor, and committee members, Dr. Robert D

Creator:: Hron, Martha
Abstract:: With the passage of the American with Disabilities Act (ADA) it has become a civil rights violation to deny access to persons with disabilities to public transportation. The ADA requires transit agencies to provide accessible buses or equivalent services to persons with mobility, sensory or cognitive impairments. This study examines...
Resource Type:: Masters Thesis
Full Text:: express appreciation for the review and the general input by the graduate's committee members, Robert

Creator:: Zhou, Haiping
Abstract:: This dissertation describes the development of a mechanistic overlay design procedure. The mechanistic analysis represents a new trend in both new pavement and overlay design. The greatest advantage of the mechanistic pavement analysis is that it considers the fundamental characteristics of materials to be used, is capable of considering changes...
Resource Type:: Dissertation
Full Text:: . My appreciation is also expressed to the members of my graduate committee, Professors Robert Layton

Creator:: Kachlakev, Damian I.
Abstract:: The composite FRP rebars research at Oregon State University was initiated in 1993 principally to develop a non-metallic hollow reinforcement. It was recognized that the tensile properties of such reinforcement are unquestionably superior to steel, but its performance in concrete could be problematic. The bond between FRP rebars and concrete...
Resource Type:: Dissertation
Full Text:: to the other members of my committee: Dr. Robert D. Layton, Dr. Dave F. Rogge, and Dr. Donald C

ScholarsArchive@OSU