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- W923474391 abstract "Joint faulting of doweled transverse joints contributes to longitudinal roughness, and subsequent user discomfort (poor ride quality) and the need for rehabilitation and repair. In this paper the author proposes a joint faulting prediction model based on the Strategic Highway Research Program (SHRP)-Long Term Pavement Performance (LTPP) database. The paper discusses the methodology used in selecting explanatory variables (independent variables) in the model development and results of the sensitivity analysis. The analysis of the data has shown that doweled joint faulting is a function of traffic, bearing stress, joint spacing, and pavement support. Efforts have been made to back calculate variables (from the database) like bearing stress, load transfer effciency, pavement support, and crack widths using mechanistic-empirical algorithms for more realistic estimates. For the covering abstract of the proceedings, see IRRD 490713." @default.
- W923474391 created "2016-06-24" @default.
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- W923474391 date "1998-04-28" @default.
- W923474391 modified "2023-09-27" @default.
- W923474391 title "FAULTING PERFORMANCE MODEL FOR DOWELED CONCRETE PAVEMENTS USING FIELD DATA" @default.
- W923474391 hasPublicationYear "1998" @default.
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