Hit papers significantly outperform the citation benchmark for their cohort. A paper qualifies
if it has ≥500 total citations, achieves ≥1.5× the top-1% citation threshold for papers in the
same subfield and year (this is the minimum needed to enter the top 1%, not the average
within it), or reaches the top citation threshold in at least one of its specific research
topics.
This map shows the geographic impact of F L Roberts's research. It shows the number of citations coming from papers published by authors working in each country. You can also color the map by specialization and compare the number of citations received by F L Roberts with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites F L Roberts more than expected).
This network shows the impact of papers produced by F L Roberts. Nodes represent research fields, and links connect fields that are likely to share authors. Colored nodes show fields that tend to cite the papers produced by F L Roberts. The network helps show where F L Roberts may publish in the future.
Co-authorship network of co-authors of F L Roberts
This figure shows the co-authorship network connecting the top 25 collaborators of F L Roberts.
A scholar is included among the top collaborators of F L Roberts based on the total number of
citations received by their joint publications. Widths of edges
represent the number of papers authors have co-authored together.
Node borders
signify the number of papers an author published with F L Roberts. F L Roberts is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
All Works
20 of 20 papers shown
1.
Roberts, F L, et al.. (2006). Economic Impact of Higher Truck Loads on Remaining Safe Life of Louisiana Bridges. Transportation Research Board 85th Annual MeetingTransportation Research Board.
2.
Tarrer, Arthur R., et al.. (1989). DETECTION OF AMINE-BASED ANTISTRIPPING ADDITIVES IN ASPHALT CEMENT. Transportation Research Record Journal of the Transportation Research Board.5 indexed citations
3.
Kandhal, P S, et al.. (1989). WATER DAMAGE TO ASPHALT OVERLAYS: CASE HISTORIES (WITH DISCUSSION). Association of Asphalt Paving Technologists Proc. 58.2 indexed citations
4.
Lytton, Robert L., et al.. (1988). PERFORMANCE PREDICTION AND COST-EFFECTIVENESS OF ASPHALT-RUBBER CONCRETE IN AIRPORT PAVEMENTS. Transportation Research Record Journal of the Transportation Research Board.4 indexed citations
5.
Roberts, F L & Robert L. Lytton. (1987). FAA MIXTURE DESIGN PROCEDURE FOR ASPHALT-RUBBER CONCRETE. Transportation Research Record Journal of the Transportation Research Board.4 indexed citations
6.
Roberts, F L, et al.. (1986). Criteria for asphalt-rubber concrete in civil airport pavements: Mixture design. Defense Technical Information Center (DTIC). 87. 11910.
7.
Roberts, F L, Johann Engelbrecht, & T W Kennedy. (1984). EVALUATION OF RECYCLED MIXTURES USING FOAMED ASPHALT. Transportation Research Record Journal of the Transportation Research Board.21 indexed citations
8.
Kennedy, T W, et al.. (1984). EVALUATING MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES USING THE TEXAS BOILING TEST. Transportation Research Record Journal of the Transportation Research Board.28 indexed citations
9.
Kennedy, T W, R B McGennis, & F L Roberts. (1983). INVESTIGATION OF MOISTURE DAMAGE TO ASPHALT CONCRETE AND THE EFFECT ON FIELD PERFORMANCE--A CASE STUDY. Transportation Research Record Journal of the Transportation Research Board.7 indexed citations
10.
Kennedy, T W, et al.. (1982). EVALUATION OF MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES USING THE TEXAS FREEZE-THAW PEDESTAL TEST. 51.25 indexed citations
11.
Hudson, W R, et al.. (1981). PAVEMENT PERFORMANCE MODELING FOR PAVEMENT MANAGEMENT. Transportation Research Record Journal of the Transportation Research Board.8 indexed citations
12.
Roberts, F L, et al.. (1980). PAVEMENT MANAGEMENT: THE NETWORK-LEVEL DECISION PROCESS (ABRIDGMENT). Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
13.
Roberts, F L & T W Kennedy. (1980). MATERIAL PROPERTIES OF ZERO-MAINTENANCE FLEXIBLE PAVEMENT. Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
14.
Roberts, F L, et al.. (1980). MATERIAL PROPERTY REQUIREMENTS FOR ZERO MAINTENANCE OF CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS. Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
15.
Kennedy, T W, et al.. (1979). DISTRESSES AND RELATED MATERIAL PROPERTIES FOR PREMIUM PAVEMENTS. Transportation Research Record Journal of the Transportation Research Board.6 indexed citations
16.
Roberts, F L, et al.. (1979). RESPONSE AND DISTRESS MODELS FOR PAVEMENT STUDIES. Transportation Research Record Journal of the Transportation Research Board.3 indexed citations
17.
McCullough, B F & F L Roberts. (1979). DECISION TOOL FOR ANALYSIS OF CAPACITY OF AIRPORT TERMINAL BUILDINGS. Transportation Research Record Journal of the Transportation Research Board.4 indexed citations
18.
Roberts, F L, et al.. (1976). DENSITY STANDARDS FOR FIELD COMPACTION OF GRANULAR BASES AND SUBBASES. National Cooperative Highway Research Program report.
19.
Roberts, F L, et al.. (1972). RELATIVE STRENGTH OF FLEXIBLE PAVEMENT BASES WITH DISCUSSION. Association of Asphalt Paving Technologists Proc. 41.1 indexed citations
20.
Roberts, F L & W. Ronald Hudson. (1971). PAVEMENT SERVICEABILITY EQUATIONS USING THE SURFACE DYNAMICS PROFILOMETER. Highway Research Board Special Report.14 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
bibliographic database. While OpenAlex provides broad and valuable coverage of the global
research landscape, it—like all bibliographic datasets—has inherent limitations. These include
incomplete records, variations in author disambiguation, differences in journal indexing, and
delays in data updates. As a result, some metrics and network relationships displayed in
Rankless may not fully capture the entirety of a scholar's output or impact.