Ken-ichi TOKIDA

801 total citations
35 papers, 568 citations indexed

About

Ken-ichi TOKIDA is a scholar working on Civil and Structural Engineering, Transportation and Management, Monitoring, Policy and Law. According to data from OpenAlex, Ken-ichi TOKIDA has authored 35 papers receiving a total of 568 indexed citations (citations by other indexed papers that have themselves been cited), including 32 papers in Civil and Structural Engineering, 6 papers in Transportation and 4 papers in Management, Monitoring, Policy and Law. Recurrent topics in Ken-ichi TOKIDA's work include Geotechnical Engineering and Soil Stabilization (17 papers), Geotechnical Engineering and Underground Structures (14 papers) and Geotechnical Engineering and Soil Mechanics (13 papers). Ken-ichi TOKIDA is often cited by papers focused on Geotechnical Engineering and Soil Stabilization (17 papers), Geotechnical Engineering and Underground Structures (14 papers) and Geotechnical Engineering and Soil Mechanics (13 papers). Ken-ichi TOKIDA collaborates with scholars based in Japan, Norway and United States. Ken-ichi TOKIDA's co-authors include Toshio Iwasaki, Fumio Tatsuoka, H. Matsumoto, Ikuo Towhata, Yasushi Sasaki, Kazuhiko Yamada, Susumu Yasuda, Masashi Konno, Tamotsu Matsui and Koji Ichii and has published in prestigious journals such as Journal of Geotechnical and Geoenvironmental Engineering, SOILS AND FOUNDATIONS and Georisk Assessment and Management of Risk for Engineered Systems and Geohazards.

In The Last Decade

Ken-ichi TOKIDA

28 papers receiving 525 citations

Peers

Ken-ichi TOKIDA
Annie M. Kammerer United States
E. Motta Italy
Mehmet Berilgen Türkiye
S. Pedroni Italy
L. F. Harder United States
Roberto Quental Coutinho Brazil
Laura Tonni Italy
M.L. Taylor New Zealand
Barbara Schneider‐Muntau Austria
Jean Lafleur Canada
Annie M. Kammerer United States
Ken-ichi TOKIDA
Citations per year, relative to Ken-ichi TOKIDA Ken-ichi TOKIDA (= 1×) peers Annie M. Kammerer

Countries citing papers authored by Ken-ichi TOKIDA

Since Specialization
Citations

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

Fields of papers citing papers by Ken-ichi TOKIDA

Since Specialization
Physical SciencesHealth SciencesLife SciencesSocial Sciences

This network shows the impact of papers produced by Ken-ichi TOKIDA. 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 Ken-ichi TOKIDA. The network helps show where Ken-ichi TOKIDA may publish in the future.

Co-authorship network of co-authors of Ken-ichi TOKIDA

This figure shows the co-authorship network connecting the top 25 collaborators of Ken-ichi TOKIDA. A scholar is included among the top collaborators of Ken-ichi TOKIDA 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 Ken-ichi TOKIDA. Ken-ichi TOKIDA 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.
TOKIDA, Ken-ichi, et al.. (2016). EFFECTS OF ESTIMATED STRONG MOTION ON TSUNAMI EVACUATION IN COASTAL AREAS, SHIZUOKA PREFECTURE, JAPAN, DURING A SCENARIO EARTHQUAKE WITH <i>M</i>W9.0 ALONG THE NANKAI TROUGH. Journal of Japan Society of Civil Engineers Ser B3 (Ocean Engineering). 72(2). I_1–I_6.
2.
TOKIDA, Ken-ichi, et al.. (2014). BASIC STUDY ON EFFECTS OF INCLINED CORE STRUCTURE ON SEEPAGE AND DYNAMIC PERFORMANCE OF HEIGHTENED EARTH DAM. Journal of Japan Society of Civil Engineers Ser A1 (Structural Engineering & Earthquake Engineering (SE/EE)). 70(4). I_545–I_559.
3.
TOKIDA, Ken-ichi, et al.. (2014). Lessons for countermeasures using earth structures against tsunami obtained in the 2011 Off the Pacific Coast of Tohoku Earthquake. SOILS AND FOUNDATIONS. 54(4). 523–543. 37 indexed citations
4.
TOKIDA, Ken-ichi, et al.. (2013). Performance-based Evaluation of Sea Wall and Improvement of Toughness of Earth Bank Against Tsunami. Journal of Japan Society of Civil Engineers Ser B2 (Coastal Engineering). 69(2). I_1016–I_1020.
5.
NOZU, Atsushi, et al.. (2013). Aftershock Observation and Ground Motion Evaluation at the Earth Banks in Yamamoto Town Damaged by the 2011 Tohoku Earthquake. Journal of Japan Association for Earthquake Engineering. 13(3). 3_57–3_60. 1 indexed citations
6.
TOKIDA, Ken-ichi, et al.. (2012). Damages of Coastal Structures through Field Survey on the 2011 Off the Pacific Coast of Tohoku Earthquake. Journal of Japan Society of Civil Engineers Ser B2 (Coastal Engineering). 68(2). I_1406–I_1410. 2 indexed citations
7.
TOKIDA, Ken-ichi, et al.. (2012). Investigation on Resistance of Earth Bank and Reduction by Dug Pool against Tsunami. Journal of Japan Society of Civil Engineers Ser B2 (Coastal Engineering). 68(2). I_316–I_320. 8 indexed citations
8.
9.
TOKIDA, Ken-ichi & Kazuhiro ODA. (2009). FUTURE VIEWS ON SEISMIC PERFORMANCE-BASED DESIGN, REINFORCEMENT AND MANAGEMENT OF ROAD EMBANKMENT. Doboku Gakkai Ronbunshuu C. 65(4). 857–873. 3 indexed citations
10.
Jang, Jiho, et al.. (2008). EXPERIMENTAL STUDY ON SEISMIC REINFORCEMENT METHOD AT CREST OF ROAD EMBANKMENT BY GEOSYNTHETICS. Geosynthetics Engineering Journal. 23(0). 231–236.
11.
TOKIDA, Ken-ichi, et al.. (2007). CENTRIFUGE TEST ON ADVANCED SEISMIC PERFORMANCE OF ROAD EMBANKMENT AGAINST SLIDING FAILURE DURING EARTHQUAKE. PROCEEDINGS OF THE JSCE EARTHQUAKE ENGINEERING SYMPOSIUM. 29. 637–645. 1 indexed citations
12.
TOKIDA, Ken-ichi, et al.. (2005). DAMAGE CHARACTERISTICS AND TRAFFIC PERFORMANCE OF HIGHWAY IN 2004 MID NIIGATA EARTHQUAKE. PROCEEDINGS OF THE JSCE EARTHQUAKE ENGINEERING SYMPOSIUM. 28. 9–9. 1 indexed citations
13.
Sasaki, Yasushi, et al.. (1992). Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction. SOILS AND FOUNDATIONS. 32(3). 79–96. 56 indexed citations
14.
Towhata, Ikuo, et al.. (1992). Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle. SOILS AND FOUNDATIONS. 32(3). 97–116. 60 indexed citations
15.
Sasaki, Yasushi, et al.. (1991). Experimental Study on Lateral Flow of Ground Due to Soil Liquefaction. 4 indexed citations
16.
Tatsuoka, Fumio, Susumu Yasuda, Toshio Iwasaki, & Ken-ichi TOKIDA. (1980). Normalized Dynamic Undrained Strength of Sands Subjected to Cyclic and Random Loading. SOILS AND FOUNDATIONS. 20(3). 1–16. 17 indexed citations
17.
TOKIDA, Ken-ichi, et al.. (1970). Liquefaction Potential And Drag Force Acting On Piles In Flowing Soils. WIT transactions on the built environment. 3. 6 indexed citations
18.
TOKIDA, Ken-ichi, et al.. (1970). Two Dimensional Analysis Of Ground Motion Characteristics On Irregularly Layered Media. WIT transactions on the built environment. 3. 1 indexed citations
19.
TOKIDA, Ken-ichi, et al.. (1970). Liquefaction Potential And Uplift Deformation Of Underground Structure. WIT transactions on the built environment. 3. 1 indexed citations
20.
TOKIDA, Ken-ichi, et al.. (1970). Simplified Procedure To Estimate LateralGround Flow By Soil Liquefaction. WIT transactions on the built environment. 3. 5 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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