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.
Undrained Deformation and Liquefaction of Sand Under Cyclic Stresses
1975596 citationsFumio Tatsuoka et al.SOILS AND FOUNDATIONSprofile →
Peers — A (Enhanced Table)
Peers by citation overlap · career bar shows stage (early→late)
cites ·
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Countries citing papers authored by Fumio Tatsuoka
Since
Specialization
Citations
This map shows the geographic impact of Fumio Tatsuoka'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 Fumio Tatsuoka with the expected number of citations based on a country's size and research output (numbers larger than one mean the country cites Fumio Tatsuoka more than expected).
This network shows the impact of papers produced by Fumio Tatsuoka. 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 Fumio Tatsuoka. The network helps show where Fumio Tatsuoka may publish in the future.
Co-authorship network of co-authors of Fumio Tatsuoka
This figure shows the co-authorship network connecting the top 25 collaborators of Fumio Tatsuoka.
A scholar is included among the top collaborators of Fumio Tatsuoka 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 Fumio Tatsuoka. Fumio Tatsuoka is excluded from
the visualization to improve readability, since they are connected to all nodes in the network.
Tatsuoka, Fumio, Masaru Tateyama, & J. Koseki. (2012). GRS Structures Recently Developed and Constructed for Railways and Roads in Japan.4 indexed citations
7.
Tatsuoka, Fumio. (2009). ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL OF SANDY SOIL CONSIDERING STRESS PATH AND LOADING RATE. Chinese journal of rock mechanics and engineering.2 indexed citations
8.
Tatsuoka, Fumio. (2008). MODIFIED PLASTIC-WORK HARDENING PARAMETER AND FUNCTION INDEPENDENT OF STRESS PATH FOR SANDY SOIL. Chinese journal of rock mechanics and engineering.2 indexed citations
9.
Dhar, Ashutosh Sutra, et al.. (2006). Isotach Model for Time-Dependent Behavior of High-Density Polyethylene. Transportation Research Board 85th Annual MeetingTransportation Research Board.1 indexed citations
10.
Tatsuoka, Fumio. (2006). Stress-strain behaviour of clay with different water contents under different test conditions. Chinese Journal of Geotechnical Engineering.1 indexed citations
11.
Tatsuoka, Fumio & Lin Wang. (2003). BRIEF REVIEW OF THE STRENGTH AND DEFORMATION CHARACTERISTICS OF SEDIMENTARY SOFT ROCK. Chinese journal of rock mechanics and engineering. 22(6). 872–893.1 indexed citations
12.
Kongkitkul, Warat, Daiki HIRAKAWA, & Fumio Tatsuoka. (2002). Viscous Effects on Load-Deformation Characteristics of Geogrid during Unloading and Reloading and Model Simulation. 37. 763–764.1 indexed citations
13.
Tatsuoka, Fumio, et al.. (2000). Geotechnical Engineering Aspects of Trans-Tokyo Bay Highway Project. ISRM International Symposium.3 indexed citations
14.
Koseki, Junichi, et al.. (1998). Elastoplastic Deformation Characteristics of Toyoura Sand During Liquefaction. 385–397.5 indexed citations
15.
Tatsuoka, Fumio, et al.. (1996). Elasto-Plasticity of Sand Deformation. Engineering Mechanics. 547–550.3 indexed citations
16.
Tatsuoka, Fumio, et al.. (1995). Stiffness Of Sedimentary Soft Rocks Evaluated By Triaxial Compression Tests.2 indexed citations
Tatsuoka, Fumio, et al.. (1992). Field and Laboratory Test Methods to Obtain Non-linear Deformation Characteristics of Sedimentary Soft Rocks. Soil Mechanics and Foundation Engineering. 40(11). 7–12.1 indexed citations
19.
Tatsuoka, Fumio, Satoru Shibuya, & Supot Teachavorasinskun. (1991). SHEAR MODULUS AND CYCLIC UNDRAINED BEHAVIOR OF SANDS. 31(2). 202–209.5 indexed citations
20.
Tatsuoka, Fumio, et al.. (1983). Triaxial strength characteristics of cement-treated soft clay. Pages.24 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.