Determination of Rutting in Asphaltic Concrete Pavements: Field Instrumentation and Laboratory Characterizations
1978
- 363Usage
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
Citation Benchmarking is provided by Scopus and SciVal and is different from the metrics context provided by PlumX Metrics.
Metrics Details
- Usage363
- Downloads343
- Abstract Views20
Report Description
This report describes a number of gages developed to measure the location and magnitude of ruts. These were installed in a newly constructed asphaltic concrete pavement. They measure lateral deflections and transient and permanent vertical deflections. Some preliminary vertical deflections are reported. An investigation of materials is also reported. The asphalt concrete base, dense-graded aggregate base, and subgrade material were characterized by (1) shear strength (triaxial tests), (2) rheologic behavior (creep tests), (3) permanent deformation characteristics (repeated-load and creep tests), (4) Young's modulus (resonant column tests), and (5) resilient properties (repeated-load tests). Empirical functions were formulated to describe the permanent deformation characteristics of all three materials.
Bibliographic Details
https://uknowledge.uky.edu/ktc_researchreports/830; https://uknowledge.uky.edu/cgi/viewcontent.cgi?article=1836&context=ktc_researchreports; http://dx.doi.org/10.13023/ktc.rr.1978.502; https://doi.org/10.13023%2Fktc.rr.1978.502; https://dx.doi.org/10.13023/ktc.rr.1978.502; https://uknowledge.uky.edu/ktc_researchreports/830/
University of Kentucky Libraries
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