This map shows the geographic impact of T C Johnson'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 T C Johnson with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites T C Johnson more than expected).
This network shows the impact of papers produced by T C Johnson. 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 T C Johnson. The network helps show where T C Johnson may publish in the future.
Co-authorship network of co-authors of T C Johnson
This figure shows the co-authorship network connecting the top 25 collaborators of T C Johnson.
A scholar is included among the top collaborators of T C Johnson 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 T C Johnson. T C Johnson 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.
Cole, David M., et al.. (1987). Resilient Modulus of Freeze-Thaw Affected Granular Soils for Pavement Design and Evaluation. Part 3. Laboratory Tests on Soils from Albany County Airport,. Defense Technical Information Center (DTIC). 87. 20433.10 indexed citations
2.
Johnson, T C, et al.. (1986). Frost Action Predictive Techniques for Roads and Airfields; A Comprehensive Survey of Research Findings.. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).7 indexed citations
3.
Johnson, T C, et al.. (1986). RESILIENT MODULUS OF FREEZE-THAW AFFECTED GRANULAR SOILS FOR PAVEMENT DESIGN AND EVALUATION. PART 4. FIELD VALIDATION TESTS AT ALBANY COUNTY AIRPORT. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).2 indexed citations
4.
Johnson, T C, et al.. (1986). Resilient Modulus of Freeze-Thaw Affected Granular Soils for Pavement Design and Evaluation. Part 2. Field Validation Tests at Winchendon, Massachusetts, Test Sections,. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).3 indexed citations
5.
Cole, David M., et al.. (1986). RESILIENT MODULUS OF FREEZE-THAW AFFECTED GRANULAR SOILS FOR PAVEMENT DESIGN AND EVALUATION. PART 1. LABORATORY TESTS ON SOILS FROM WINCHENDON, MASSACHUSETTS, TEST SECTIONS. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).18 indexed citations
6.
Johnson, T C. (1984). Design Implications of Subsoil Thawing. 45–104.1 indexed citations
7.
Berg, Richard L. & T C Johnson. (1983). Revised procedure for pavement design under seasonal frost conditions. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core). 84. 16384.12 indexed citations
8.
Johnson, T C, et al.. (1982). CHARACTERIZATION OF FREEZE/THAW-AFFECTED GRANULAR SOILS IN PAVEMENT EVALUATION --PROCEEDINGS OF THE FIFTH INTERNATIONAL CONFERENCE ON THE STRUCTURAL DESIGN OF ASPHALT PAVEMENTS HELD DEFLT UNIVERSITY OF TECHNOLOGY, AUGUST 23-26 1982. VOL 1 AND 2. -- NETHERLANDS.1 indexed citations
9.
Cole, David M., et al.. (1981). EFFECT OF FREEZING AND THAWING ON RESILIENT MODULUS OF A GRANULAR SOIL EXHIBITING NONLINEAR BEHAVIOR. Transportation Research Record Journal of the Transportation Research Board.9 indexed citations
10.
Guymon, Gary L., T C Johnson, Richard L. Berg, & Theodore V. Hromadka. (1981). RESULTS FROM A MATHEMATICAL MODEL OF FROST HEAVE. Transportation Research Record Journal of the Transportation Research Board.5 indexed citations
11.
Berg, Richard L., Gary L. Guymon, & T C Johnson. (1980). Mathematical model to correlate frost heave of pavements with laboratory predictions. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).28 indexed citations
Chamberlain, Edwin J., David M. Cole, & T C Johnson. (1979). Resilient Response of Two Frozen and Thawed Soils. Journal of the Geotechnical Engineering Division. 105(2). 257–271.8 indexed citations
Johnson, T C, David M. Cole, & Emelia J. Chamberlain. (1978). INFLUENCE OF FREEZING AND THAWING ON THE RESILIENT PROPERTIES OF A SILT SOIL BENEATH AN ASPHALT CONCRETE PAVEMENT. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).20 indexed citations
16.
Johnson, T C, et al.. (1975). Roadway Design in Seasonal Frost Areas.. Defense Technical Information Center (DTIC).13 indexed citations
17.
Johnson, T C. (1974). IS GRADED AGGREGATE BASE THE SOLUTION IN FROST AREAS.1 indexed citations
18.
Quinn, William, et al.. (1973). MEMBRANE ENCAPSULATED SOIL LAYERS (MESL) FOR ROAD CONSTRUCTION IN COLD REGIONS. 2.
19.
Johnson, T C. (1973). NORTH AMERICAN PRACTICE IN DESIGN OF ROADS IN SEASONAL FROST AREAS. 2.2 indexed citations
20.
Lowe, John & T C Johnson. (1960). Use of back pressure to increase degree of saturation of triaxial test specimens. 819–836.43 indexed citations
Rankless uses publication and citation data sourced from OpenAlex, an open and comprehensive
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Rankless may not fully capture the entirety of a scholar's output or impact.