This map shows the geographic impact of J K Mitchell'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 J K Mitchell with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites J K Mitchell more than expected).
This network shows the impact of papers produced by J K Mitchell. 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 J K Mitchell. The network helps show where J K Mitchell may publish in the future.
Co-authorship network of co-authors of J K Mitchell
This figure shows the co-authorship network connecting the top 25 collaborators of J K Mitchell.
A scholar is included among the top collaborators of J K Mitchell 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 J K Mitchell. J K Mitchell is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Christopher, B R, et al.. (1990). Reinforced soil structures, volume 1.
6.
Madsen, Fritz T. & J K Mitchell. (1989). CHEMICAL EFFECTS ON CLAY HYDRAULIC CONDUCTIVITY AND THEIR DETERMINATION.7 indexed citations
7.
Seed, Raymond B., et al.. (1988). PREDICTED BEHAVIOR OF THE STANSTEAD ABBOTTS TRIAL EMBANKMENT ---PROCEEDINGS OF THE PREDICTION SYMPOSIUM ON A REINFORCED EMBANKMENT ON SOFT GROUND, 17-18 SEPTEMBER 1986, KING'S COLLEGE, DEPT OF CIVIL ENGINEERING, LONDON.2 indexed citations
8.
Mitchell, J K, et al.. (1987). Reinforcement of earth slopes and embankments.66 indexed citations
9.
Liang, Robert Y., et al.. (1984). EVALUATION OF A CONSTITUTIVE MODEL FOR SOFT CLAY USING THE CENTRIFUGE. eScholarship (California Digital Library).1 indexed citations
10.
Mitchell, J K, et al.. (1981). Backfill materials for underground power cables. Phase II. Backfill treatments, heat and moisture flow analyses, and field tests. Interim report. OSTI OAI (U.S. Department of Energy Office of Scientific and Technical Information).3 indexed citations
11.
Mostaghimi, S., et al.. (1981). Effect of pulsed trickling on moisture distribution patterns in heavy soils.5 indexed citations
12.
Monismith, C L, et al.. (1978). CRACK PROPAGATION IN SOIL-CEMENT BASES SUBJECTED TO REPEATED WHEEL LOADS. Transportation Research Record Journal of the Transportation Research Board.1 indexed citations
Mitchell, J K. (1976). FUNDAMENTALS OF SOIL BEHAVIOR. Medical Entomology and Zoology.344 indexed citations
15.
Mitchell, J K, et al.. (1972). LOAD-DEFORMATION CHARACTERISTICS OF A PAVEMENT WITH CEMENT-STABLIZED BASE AND ASPHALT CONCRETE SURFACING. 1.1 indexed citations
16.
Perloff, William H., et al.. (1960). STRESS-STRAIN CHARACTERISTICS OF COMPACTED CLAY UNDER VARIED RATES OF STRAIN. Highway Research Board Proceedings. 39.1 indexed citations
17.
Mitchell, J K. (1956). THE FABRIC OF NATURAL CLAYS AND ITS RELATION TO ENGINEERING PROPERTIES. Highway Research Board Proceedings. 35.113 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.