2014 - 2016 Elucidation of the long-term consolidation settlement behavior of soft clay after the earthquake and impact assessment on the structure foundation
2007 - 2008 Study on River Bank Stability Estimation Method Taking Account of Erosion Process by Overflow Water
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Papers (42)：
Fudong Ren, Koichi Isobe, Miku Ando. Risk Assessment of Bridge Damage Due to Heavy Rainfall Considering Landslide Risk and Driftwood Generation Potential Using Convolutional Neural Networks and Conventional Machine Learning. Water. 2024. 16. 23. 3471-3471
Fudong Ren, Koichi Isobe. Versatility Evaluation of Landslide Risk with Window Sizes and Sampling Techniques Based on Deep Learning. Applied Sciences. 2024. 14. 22. 10571-10571
Hamidou Hamadoum Tamboura, Koichi Isobe. Bearing cpacity estimation of strip footing on two-layered c-φ soils based on the rigid plastic finite element method. International Journal of GEOMATE. 2024. 26. 117. 87-99
Eric Keba Lukueta, Koichi Isobe. Bearing Capacity of a Shallow Foundation above the Soil with a Cavity Based on Rigid Plastic Finite Element Method. Applied Sciences. 2024. 14. 5. 1975-1975
Quang N. Pham, Satoru Ohtsuka, Koichi Isobe, Vinh N. Pham, Hoa P. Hoang. Limit load space of rigid strip footing on sand slope subjected to combined eccentric and inclined loading. Computers and Geotechnics. 2023. 162. 105652-105652
Ngoc Quang Pham, Satoru Ohtsuka, Koichi Isobe, Phuong Hoa Hoang. Ultimate bearing capacity of rigid strip footings on c-φ soil subjected to combined eccentric and inclined loading. IOP Conference Series: Materials Science and Engineering. 2023. 1289. 1. 012088-012088
Keba, L., E, Isobe, K. Ultimate Bearing Capacity of a shallow foundation on unsaturated sandy soil with cavity. Proceedings of 17th Asian Regional Geotechnical Engineering Conference. 2023. 1323-1326
Iqbal, T, Ohtsuka, S, Isobe, K, Fukumoto, Y. Examination of the ultimate bearing capacity formula regarding size effect and relative density for sandy soils. Proceedings of 17th Asian Regional Geotechnical Engineering Conference. 2023. 1318-1322
Evaluation of penetration resistance, vertical bearing capacity and pull-out resistance of small diameter spiral piles subjected to positive and negative alternating loads in unsaturated sandy ground
(the 3rd International Conference on Press-in Engineering 2024 2024)
Evaluation of landslide risk and model versatility based on deep learning and sampling methods
(2024)
2023/11 - THE GEOMATE INTERNATIONAL SOCIETY GEOMATE2023 Best Paper Awards Bearing capacity estimation of strip footing on two layered c-f soils based on the rigid plastic finite element method
2023/06 - THE JAPANESE GEOTECHNICAL SOCIETY 2022 Editorial Board Member Award, Soils and Foundations
2019/06 - Japan Society of Civil Engineers Paper award SEISMIC PERFORMANCE OF A MULTIPLE STEEL PIPES BRIDGE PIER INTEGRATED BY PILE FOUNDATION WITHOUT A FOOTING USING SHAKING TABLE TESTS
2014/04 - 地盤工学会北陸支部 2013年度地盤工学会北陸支部奨励賞 Field investigation and model tests on differential settlement of houses due to liquefaction in the Niigata-ken Chuetsu-Oki Earthquake of 2007
2013/09 - 5th International Young Geotechnical Engineers’ conference Nominated participants Study on long-term subsidence of soft clay due to 2007 Niigata Prefecture Chuetsu-Oki Earthquake
2005/05 - 16th International Conference on Soil Mechanics and Geotechnical Engineering 若手優秀論文賞 Mechanical behavior of caisson foundation reinforced by steel pipe sheet piles
International Press-in Association (IPA)
, JAPAN ASSOCIATION FOR EARTHQUAKE ENGINEERING
, International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
, JAPAN SOCIETY OF CIVIL ENGINEERS
, THE JAPANESE GEOTECHNICAL SOCIETY
