C.S. Sandeep

1.0k total citations
27 papers, 877 citations indexed

About

C.S. Sandeep is a scholar working on Computational Mechanics, Civil and Structural Engineering and Mechanics of Materials. According to data from OpenAlex, C.S. Sandeep has authored 27 papers receiving a total of 877 indexed citations (citations by other indexed papers that have themselves been cited), including 24 papers in Computational Mechanics, 16 papers in Civil and Structural Engineering and 15 papers in Mechanics of Materials. Recurrent topics in C.S. Sandeep's work include Granular flow and fluidized beds (24 papers), Landslides and related hazards (12 papers) and Geotechnical Engineering and Soil Mechanics (9 papers). C.S. Sandeep is often cited by papers focused on Granular flow and fluidized beds (24 papers), Landslides and related hazards (12 papers) and Geotechnical Engineering and Soil Mechanics (9 papers). C.S. Sandeep collaborates with scholars based in Hong Kong, United States and Italy. C.S. Sandeep's co-authors include Kostas Senetakis, Huan He, Maria Cristina Todisco, C. Y. Kwok, Thorsten Pöschel, Francesco Cafaro, M. R. Coop, Sérgio D. N. Lourenço, T. Matthew Evans and Xiaofeng Chen and has published in prestigious journals such as Earth and Planetary Science Letters, Construction and Building Materials and Materials.

In The Last Decade

C.S. Sandeep

26 papers receiving 864 citations

Peers — A (Enhanced Table)

Peers by citation overlap · career bar shows stage (early→late) cites · hero ref

Name h Career Trend Papers Cites
C.S. Sandeep Hong Kong 19 536 365 335 233 95 27 877
Alessandro Franci Spain 17 272 0.5× 225 0.6× 569 1.7× 212 0.9× 67 0.7× 34 803
Mehmet B. Cil United States 16 571 1.1× 320 0.9× 255 0.8× 271 1.2× 106 1.1× 22 813
Deheng Wei Australia 11 352 0.7× 209 0.6× 200 0.6× 175 0.8× 103 1.1× 23 587
Reid Kawamoto United States 10 447 0.8× 173 0.5× 334 1.0× 315 1.4× 84 0.9× 11 700
Jun Ai United Kingdom 10 499 0.9× 172 0.5× 623 1.9× 261 1.1× 231 2.4× 21 1.0k
Ali Daouadji France 19 1.0k 1.9× 341 0.9× 277 0.8× 404 1.7× 150 1.6× 47 1.3k
Xiaowen Zhou China 13 815 1.5× 210 0.6× 527 1.6× 436 1.9× 135 1.4× 29 1.1k
Sadegh Nadimi United Kingdom 15 292 0.5× 229 0.6× 290 0.9× 113 0.5× 352 3.7× 63 866
Kazuyoshi IWASHITA Japan 9 940 1.8× 379 1.0× 818 2.4× 620 2.7× 176 1.9× 23 1.5k
Peter Mackenzie‐Helnwein United States 15 352 0.7× 246 0.7× 263 0.8× 192 0.8× 98 1.0× 27 790

Countries citing papers authored by C.S. Sandeep

Since Specialization
Citations

This map shows the geographic impact of C.S. Sandeep'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. Sandeep 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. Sandeep more than expected).

Fields of papers citing papers by C.S. Sandeep

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by C.S. Sandeep. 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. Sandeep. The network helps show where C.S. Sandeep may publish in the future.

Co-authorship network of co-authors of C.S. Sandeep

This figure shows the co-authorship network connecting the top 25 collaborators of C.S. Sandeep. A scholar is included among the top collaborators of C.S. Sandeep 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. Sandeep. C.S. Sandeep 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.
Sandeep, C.S., et al.. (2025). Influence of Particle Morphology on Angle of Repose Derived from Hopper Flow Tests Using 3D DEM Simulations. Digital Commons - Michigan Tech (Michigan Technological University). 527–534.
2.
Sandeep, C.S., et al.. (2023). Shape characteristics of granular materials through realistic particle avatars. Computers and Geotechnics. 157. 105352–105352. 15 indexed citations
3.
Sandeep, C.S. & T. Matthew Evans. (2023). Biomimetic intruder tip design for horizontal penetration into a granular pile. Bioinspiration & Biomimetics. 18(6). 64001–64001. 2 indexed citations
4.
Sandeep, C.S. & T. Matthew Evans. (2023). Particle Shape Effects in 3D DEM Simulations of Angle of Repose. 557–564. 3 indexed citations
5.
Sandeep, C.S., Huan He, & Kostas Senetakis. (2022). Experimental and analytical studies on the influence of weathering degree and ground-environment analog conditions on the tribological behavior of granite. Engineering Geology. 304. 106644–106644. 16 indexed citations
6.
Chen, Xiaofeng, et al.. (2021). Dynamic fault weakening during earthquakes: Rupture or friction?. Earth and Planetary Science Letters. 575. 117165–117165. 20 indexed citations
7.
Sandeep, C.S., et al.. (2021). Scale and surface morphology effects on the micromechanical contact behavior of granular materials. Tribology International. 159. 106929–106929. 49 indexed citations
8.
Sandeep, C.S., et al.. (2020). Scale and water effects on the friction angles of two granular soils with different roughness. Powder Technology. 377. 813–826. 24 indexed citations
9.
Sandeep, C.S., et al.. (2020). Effect of Grain Size and Surface Roughness on the Normal Coefficient of Restitution of Single Grains. Materials. 13(4). 814–814. 26 indexed citations
10.
Sandeep, C.S., Kostas Senetakis, David W. Cheung, et al.. (2020). Experimental study on the coefficient of restitution of grain against block interfaces for natural and engineered materials. Canadian Geotechnical Journal. 58(1). 35–48. 33 indexed citations
11.
Sandeep, C.S., et al.. (2019). Micromechanical Behavior of DNA‐1A Lunar Regolith Simulant in Comparison to Ottawa Sand. Journal of Geophysical Research Solid Earth. 124(8). 8077–8100. 33 indexed citations
12.
Liu, Deyun, et al.. (2019). Micromechanical behaviour of a polymer-coated sand. Powder Technology. 347. 76–84. 25 indexed citations
13.
Sandeep, C.S. & Kostas Senetakis. (2019). Micromechanical experiments using a new inter-granule loading apparatus on gravel to ballast-sized materials. Friction. 8(1). 70–82. 20 indexed citations
14.
Sandeep, C.S., et al.. (2018). A micromechanical experimental study of highly/completely decomposed tuff granules. Acta Geotechnica. 13(6). 1355–1367. 32 indexed citations
15.
Sandeep, C.S. & Kostas Senetakis. (2018). Influence of morphology on the micro-mechanical behavior of soil grain contacts. Geomechanics and Geophysics for Geo-Energy and Geo-Resources. 5(2). 103–119. 24 indexed citations
16.
Sandeep, C.S. & Kostas Senetakis. (2018). The Tribological Behavior of Two Potential-Landslide Saprolitic Rocks. Pure and Applied Geophysics. 175(12). 4483–4499. 33 indexed citations
17.
Sandeep, C.S., Huan He, & Kostas Senetakis. (2018). An experimental micromechanical study of sand grain contacts behavior from different geological environments. Engineering Geology. 246. 176–186. 65 indexed citations
18.
Sandeep, C.S. & Kostas Senetakis. (2017). Grain-scale mechanics of quartz sand under normal and tangential loading. Tribology International. 117. 261–271. 98 indexed citations
19.
Senetakis, Kostas, C.S. Sandeep, & Maria Cristina Todisco. (2017). Dynamic inter-particle friction of crushed limestone surfaces. Tribology International. 111. 1–8. 30 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.

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