MKMotoki Kazama
Motoki Kazama
*This is an algorithmically generated author record based on publicly available information.
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Research Interests
Motoki Kazama has a total of 133 co-authors. Here are the top co-authors by number of shared publications:
- Ryosuke Uzuoka
Kyoto University
22 shared publications Noriaki Sento
13 shared publications- Akiyoshi Kamura
Tohoku University
9 shared publications Tomohiro Mori
7 shared publicationsJongkwan Kim
5 shared publicationsTadashi Kawai
5 shared publications
Latest Publications
- 29 October 2025
- Published by Springer Nature
- p. 99-111
Chain Disasters in Geotechnical Engineering Seen in the 2011 Great East Japan Disaster and Strategic Response
- 29 October 2025
- Published by Springer Nature
- p. 99-111
Chain Disasters in Geotechnical Engineering Seen in the 2011 Great East Japan Disaster and Strategic Response
- 11 July 2024
- Published by Springer Nature
- p. 1773-1788
Effect of Horizontal Drain Installation Pattern on Drainage Performance and Slope Stability
- 11 July 2024
- Published by Springer Nature
- p. 1773-1788
Effect of Horizontal Drain Installation Pattern on Drainage Performance and Slope Stability
- 11 July 2024
- Published by Springer Nature
- p. 2731-2744
Pullout Capacity of Suction Anchors via 1G Model Tests Assuming Liquefied Sandy Ground
- 11 July 2024
- Published by Springer Nature
- p. 2731-2744
Pullout Capacity of Suction Anchors via 1G Model Tests Assuming Liquefied Sandy Ground
- 20 September 2022
- Published by Springer Nature
- p. 1446-1453
An Attempt to Evaluate In Situ Dynamic Soil Property by Cyclic Loading Pressuremeter Test
- 20 September 2022
- Published by Springer Nature
- p. 1446-1453
An Attempt to Evaluate In Situ Dynamic Soil Property by Cyclic Loading Pressuremeter Test
- 20 September 2022
- Published by Springer Nature
- p. 2188-2195
Volumetric Strains After Undrained Cyclic Shear Governed by Residual Mean Effective Stress: Numerical Studies Based on 3D DEM
- 20 September 2022
- Published by Springer Nature
- p. 2188-2195
Volumetric Strains After Undrained Cyclic Shear Governed by Residual Mean Effective Stress: Numerical Studies Based on 3D DEM
- Open Access
- 14 June 2022
- Published by Elsevier in Soils and Foundations
- Vol. 62 (4)
Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM
- 14 June 2022
- Published by Elsevier in Soils and Foundations
- Vol. 62 (4)
Open AccessNumerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM
- Open Access
- 1 December 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (6) , 1555-1564
Evaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility
- 1 December 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (6) , 1555-1564
Open AccessEvaluation of post-liquefaction volumetric strain of reconstituted samples based on soil compressibility
- Open Access
- 1 October 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (5) , 1235-1250
Comparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM
- 1 October 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (5) , 1235-1250
Open AccessComparison of liquefaction behavior of granular material under SH- and Love-wave strain conditions by 3D DEM
- 10 September 2021
- Published by Springer Nature in Landslides
- Vol. 18 (11) , 3707-3714
Experimental evaluation of effect of perforation arrangement on performance of horizontal drains in landslide mitigation
- 10 September 2021
- Published by Springer Nature in Landslides
- Vol. 18 (11) , 3707-3714
Experimental evaluation of effect of perforation arrangement on performance of horizontal drains in landslide mitigation
- Open Access
- 1 June 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (3) , 658-674
Exploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks
- 1 June 2021
- Published by Elsevier in Soils and Foundations
- Vol. 61 (3) , 658-674
Open AccessExploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks