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 C. S. Desai'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 C. S. Desai with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites C. S. Desai more than expected).
This network shows the impact of papers produced by C. S. Desai. 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 C. S. Desai. The network helps show where C. S. Desai may publish in the future.
Co-authorship network of co-authors of C. S. Desai
This figure shows the co-authorship network connecting the top 25 collaborators of C. S. Desai.
A scholar is included among the top collaborators of C. S. Desai 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 C. S. Desai. C. S. Desai is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Jha, Sanjay, Ken‐ichiro Suzuki, & C. S. Desai. (2009). Modellingand uncertaintyanalysis of softening behaviour of sand using disturbed state constitutive model. 44(3). 81–90.1 indexed citations
7.
Desai, C. S., et al.. (2009). IMPLEMENTATION AND COMPARISON OF A GENERALIZED PLASTICITY AND DISTURBED STATE CONCEPT FOR THE LOAD-DEFORMATION BEHAVIOR OF FOUNDATIONS. Scientia Iranica. 16(3). 189–198.7 indexed citations
Fishman, K. L., et al.. (1991). GEOSYNTHETIC-REINFORCED SOIL WALL: 4-YEAR HISTORY. Transportation Research Record Journal of the Transportation Research Board.4 indexed citations
13.
Desai, C. S., et al.. (1991). Constitutive laws for engineering materials : recent advances and industrial and infrastructure applications : proceedings of the Third International Conference on Constitutive Laws for Engineering Materials--Theory and Applications, held January 7-12, 1991, in Tucson, Arizona, USA.2 indexed citations
14.
Desai, C. S., et al.. (1990). Discussion of "Modeling for Cyclic Normal and Shear Behavior of Interfaces". Journal of Engineering Mechanics. 116(8). 1870–1872.1 indexed citations
15.
Desai, C. S.. (1989). SINGLE SURFACE YIELD AND POTENTIAL FUNCTION PLASTICITY. Computers and Geotechnics. 7(4).1 indexed citations
16.
Desai, C. S., et al.. (1987). Constitutive laws for engineering materials : theory and applications : proceedings of the Second International Conference on Constitutive Laws for Engineering Materials : theory and applications, held January 5-8, 1987, in Tucson, Arizona, U.S.A.. Elsevier eBooks.3 indexed citations
17.
Desai, C. S. & Richard H. Gallagher. (1984). Mechanics of engineering materials. J. Wiley eBooks.256 indexed citations
18.
Desai, C. S., et al.. (1983). CONSTITUTIVE MODELING OF MATERIALS IN TRACK SUPPORT STRUCTURES. Transportation Research Record Journal of the Transportation Research Board.2 indexed citations
19.
Desai, C. S., et al.. (1982). Interface shear stiffness under cyclic loading. Pages.1 indexed citations
20.
Desai, C. S.. (1976). Finite element method for analysis and design of piles. US Army Corps of Engineers: Engineer Research and Development Center (Knowledge Core).4 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.