J. Koseki

1.3k total citations
88 papers, 883 citations indexed

About

J. Koseki is a scholar working on Civil and Structural Engineering, Safety, Risk, Reliability and Quality and Mechanics of Materials. According to data from OpenAlex, J. Koseki has authored 88 papers receiving a total of 883 indexed citations (citations by other indexed papers that have themselves been cited), including 65 papers in Civil and Structural Engineering, 12 papers in Safety, Risk, Reliability and Quality and 11 papers in Mechanics of Materials. Recurrent topics in J. Koseki's work include Geotechnical Engineering and Soil Stabilization (54 papers), Geotechnical Engineering and Underground Structures (31 papers) and Geotechnical Engineering and Soil Mechanics (15 papers). J. Koseki is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (54 papers), Geotechnical Engineering and Underground Structures (31 papers) and Geotechnical Engineering and Soil Mechanics (15 papers). J. Koseki collaborates with scholars based in Japan, United States and China. J. Koseki's co-authors include Fumio Tatsuoka, M. Tateyama, Tsutomu Namikawa, Taro Uchimura, Kimitoshi Hayano, J. Kuwano, Masaru Tateyama, Hoe I. Ling, Yoshio Suzuki and Luigi Callisto and has published in prestigious journals such as SHILAP Revista de lepidopterología, Blood and Géotechnique.

In The Last Decade

J. Koseki

73 papers receiving 803 citations

Peers — A (Enhanced Table)

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

Name h Career Trend Papers Cites
J. Koseki Japan 16 809 271 150 113 78 88 883
S S Yasrobi Iran 9 417 0.5× 228 0.8× 58 0.4× 58 0.5× 87 1.1× 17 485
J.S. Sharma Canada 12 626 0.8× 304 1.1× 48 0.3× 107 0.9× 57 0.7× 21 688
Dharma Wijewickreme Canada 20 1.1k 1.3× 154 0.6× 162 1.1× 45 0.4× 125 1.6× 63 1.1k
Nihar Ranjan Patra India 19 1.0k 1.2× 189 0.7× 58 0.4× 99 0.9× 37 0.5× 73 1.1k
James Blatz Canada 13 733 0.9× 137 0.5× 201 1.3× 134 1.2× 57 0.7× 42 764
Rong‐Her Chen Taiwan 11 339 0.4× 176 0.6× 69 0.5× 97 0.9× 27 0.3× 20 459
Yuanyou Xia China 12 465 0.6× 245 0.9× 173 1.2× 74 0.7× 177 2.3× 36 658
Arash Alimardani Lavasan Germany 14 789 1.0× 594 2.2× 44 0.3× 51 0.5× 87 1.1× 36 842
Mahmoud Hassanlourad Iran 14 517 0.6× 118 0.4× 76 0.5× 33 0.3× 43 0.6× 44 590
Toshiyuki Mitachi Japan 15 771 1.0× 108 0.4× 180 1.2× 38 0.3× 63 0.8× 79 829

Countries citing papers authored by J. Koseki

Since Specialization
Citations

This map shows the geographic impact of J. Koseki'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. Koseki with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites J. Koseki more than expected).

Fields of papers citing papers by J. Koseki

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by J. Koseki. 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. Koseki. The network helps show where J. Koseki may publish in the future.

Co-authorship network of co-authors of J. Koseki

This figure shows the co-authorship network connecting the top 25 collaborators of J. Koseki. A scholar is included among the top collaborators of J. Koseki 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. Koseki. J. Koseki 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.
Gourvenec, Susan, et al.. (2024). Rolling table centrifuge modelling of partially saturated granular material to inform on instability during solid bulk cargo transport. Acta Geotechnica. 19(11). 7677–7697. 2 indexed citations
2.
Takahashi, Shinichi, et al.. (2021). DEVELOPMENT OF DESIGN METHOD FOR INCLINED BRACELESS EXCAVATION SUPPORT APPLICABLE TO DEEP EXCAVATION. Journal of Japan Society of Civil Engineers Ser C (Geosphere Engineering). 77(1). 1–17. 1 indexed citations
3.
Lin, Wenli, Wuwei Mao, Ang Liu, & J. Koseki. (2020). Application of an acoustic emission source-tracing method to visualise shear banding in granular materials. Géotechnique. 71(10). 925–936. 14 indexed citations
4.
Lin, Wenli, Ang Liu, Wuwei Mao, & J. Koseki. (2020). Acoustic emission characteristics of a dry sandy soil subjected to drained triaxial compression. Acta Geotechnica. 15(9). 2493–2506. 25 indexed citations
5.
Kyokawa, Hiroyuki, et al.. (2019). EVALUATION OF THE EFFECT OF THE NEW TYPE JOINT METAL AND COUNTERMEASURES AGAINST ROCKING BY FULL SCALE SHAKING TABLE TESTS OF EDO-EPS EMBANKMENT. Geosynthetics Engineering Journal. 34(0). 153–160. 1 indexed citations
6.
Koseki, J., et al.. (2018). Effect of past history on liquefaction resistance of level ground in shaking table test. Géotechnique Letters. 8(4). 256–261. 37 indexed citations
7.
Koseki, J., et al.. (2018). Static and dynamic evaluation of elastic properties of Sofia sand and Toyoura sand by sophisticated triaxial tests. SHILAP Revista de lepidopterología. 61(1). 47–61. 1 indexed citations
8.
Tatsuoka, Fumio, Masaru Tateyama, & J. Koseki. (2012). GRS Structures Recently Developed and Constructed for Railways and Roads in Japan. 4 indexed citations
9.
Koseki, J., et al.. (2012). Dynamic Shear Strength of Improved Soil with B-Type Blast-Furnace Cement. Journal of the Society of Materials Science Japan. 61(1). 64–67. 2 indexed citations
10.
Koseki, J., et al.. (2011). Failure Behavior of Artificial Rock Masses with Discontinuities in Plane Strain Compression Tests. Journal of Japan Society of Civil Engineers Ser A2 (Applied Mechanics (AM)). 67(2). I_293–I_303. 1 indexed citations
11.
Watanabe, Yasuhito, et al.. (2009). PERFORMANCE TESTS OF GEOSYNTHETIC BAGS FOR RAILROAD BALLAST. Geosynthetics Engineering Journal. 24. 151–156.
13.
Watanabe, Yasuhito, et al.. (2008). SHAKING TABLE MODEL TESTS OF BALLASTED TRACK REINFORCED WITH GEOSYNTHETIC BAGS. Geosynthetics Engineering Journal. 23. 215–222. 1 indexed citations
14.
Koseki, J., et al.. (2007). . Geosynthetics Engineering Journal. 22. 191–198. 2 indexed citations
15.
Shinoda, Masahiro, et al.. (2007). . Geosynthetics Engineering Journal. 22. 111–118. 2 indexed citations
16.
Ugai, Keizō, et al.. (2006). FE analyses of reinforced slopes using the shear strength reduction technique.. Blood. 116(6). 1361–1364. 1 indexed citations
17.
Kuwano, J., et al.. (2006). A new classification of reinforced soil failure modes leading to a new theory of reinforced soil and reinforced soil design - based on laboratory test apparatus and results from gravity-induced self-loaded failures of reinforced soil structures up to 1.8 m high.. 1311–1316. 1 indexed citations
18.
Koerner, George R., Robert M. Koerner, Y. Grace Hsuan, J. Kuwano, & J. Koseki. (2006). Long term monitoring of alkalinity at the geogrid-block interface at a full scale masonry block retaining wall.. 1205–1208.
19.
Yamamuro, Jerry A. & J. Koseki. (2005). Geomechanics : testing, modeling, and simulation : proceedings of the first Japan-U.S. Workshop on Testing, Modeling, and Simulation, June 27-29, 2003, Boston, Massachusetts. American Society of Civil Engineers eBooks. 1 indexed citations
20.
Shinoda, Masahiro, et al.. (2005). LIMIT STATE EXCEEDANCE PROBABILITY OF REINFORCED SOIL RETAINING WALLS. Doboku Gakkai Ronbunshu. 2005(792). 792_119–792_129. 1 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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