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.
Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils
Countries citing papers authored by Hidehiko Kazama
Since
Specialization
Citations
This map shows the geographic impact of Hidehiko Kazama'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 Hidehiko Kazama with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Hidehiko Kazama more than expected).
This network shows the impact of papers produced by Hidehiko Kazama. 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 Hidehiko Kazama. The network helps show where Hidehiko Kazama may publish in the future.
Co-authorship network of co-authors of Hidehiko Kazama
This figure shows the co-authorship network connecting the top 25 collaborators of Hidehiko Kazama.
A scholar is included among the top collaborators of Hidehiko Kazama 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 Hidehiko Kazama. Hidehiko Kazama is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
All Works
18 of 18 papers shown
1.
Shirazi, S. M., et al.. (2011). Salinity effect on swelling characteristics of compacted bentonite. Environment Protection Engineering. 37(2). 65–74.15 indexed citations
2.
Shirazi, S. M., Hidehiko Kazama, J. Kuwano, & Shinya Tachibana. (2010). Prediction of maximum swelling deformation for compacted bentonite. The University of Malaya Research Repository (University of Malaya).1 indexed citations
Endo, Kunihiko, et al.. (2006). Open Symposium I: Let's Learn Correctly and Prepare Steadily for Southern Kanto Earthquake Occurring Directly Under Tokyo Capital Region:On the Next Earthquake Disaster in Saitama Prefecture and the Countermeasures Against it. 79(12). 738–743.1 indexed citations
6.
Shirazi, S. M., et al.. (2006). TEMPERATURE AND DENSITY EFFECT ON SWELLING CHARACTERISTICS AND PERMEABILITY OF BENTONITE. 41(2). 89–99.6 indexed citations
Shirazi, S. M. & Hidehiko Kazama. (2004). SWELLING CHARACTERISTICS OF BENTONITE AND BENTONITE- SAND MIXTURES FOR NUCLEAR WASTE DISPOSAL. 39(4). 71–79.1 indexed citations
9.
Shirazi, S. M. & Hidehiko Kazama. (2004). Coefficient of permeability of bentonite and bentonite-sand mixture. 5(4). 49–55.3 indexed citations
Oda, M. & Hidehiko Kazama. (1998). Microstructure of shear bands and its relation to the mechanisms of dilatancy and failure of dense granular soils. Géotechnique. 48(4). 465–481.426 indexed citations breakdown →
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.