フォロー
加村晃良
加村晃良
確認したメール アドレス: tohoku.ac.jp
タイトル
引用先
引用先
Disaster report on geotechnical damage in Miyagi Prefecture, Japan caused by Typhoon Hagibis in 2019
M Kazama, Y Yamakawa, A Yamaguchi, S Yamada, A Kamura, T Hino, ...
Soils and Foundations 61 (2), 549-565, 2021
102021
Comparison of liquefaction behavior of granular material under SH-and Love-wave strain conditions by 3D DEM
M Jiang, A Kamura, M Kazama
Soils and Foundations 61 (5), 1235-1250, 2021
72021
Experimental evaluation of effect of perforation arrangement on performance of horizontal drains in landslide mitigation
M Lakruwan, H Oikawa, A Kamura, M Kazama
Landslides 18 (11), 3707-3714, 2021
62021
東北地方の豪雨による高速道路のり面災害事例とその特徴について
長尾和之, 澤野幸輝, 松崎孝汰, 風間基樹, 河井正, 加村晃良
土木学会論文集 C (地圏工学) 75 (2), 198-215, 2019
62019
Exploring the possibility of assessing the damage degree of liquefaction based only on seismic records by artificial neural networks
A Kamura, G Kurihara, T Mori, M Kazama, Y Kwon, J Kim, JT Han
Soils and Foundations 61 (3), 658-674, 2021
52021
Finite element analysis for dynamic finite deformation in unsaturated soil
渦岡良介
Proc. 12th Japan National Conf. on Computational Engineering and Science 12 …, 2007
52007
Assessment of stiffness degradation of soil by in-situ cyclic loading using pressuremeter
A Kamura, M Kazama
Proceedings of the 6th International Conference on Geotechnical and …, 2021
42021
高速道路の斜面災害の分析における Machine Learning の適用
芳賀奈津美, 風間基樹, 加村晃良, 長尾和之, 澤野幸輝
東北地域災害科学研究 56, 205-208, 2020
42020
Numerical study on the design of reinforced soil by vertical micropiles
A Kamura, J Kim, T Kawai, M Kazama, N Hikita, S Konishi
Geotechnical Engineering 48 (4), 10-18, 2017
42017
Machine learning scheme of the degree of liquefaction assessment only from the health monitoring device installed in individual wooden house
G Kurihara, A Kamura, T Mori
Geotechnics for Sustainable Infrastructure Development, 1099-1105, 2020
32020
被災のり面データに基づく東北地方の豪雨による高速道路のり面の崩壊素因の評価の試み
長尾和之, 澤野幸輝, 松崎孝汰, 加村晃良, 風間基樹
土木学会論文集 C (地圏工学) 76 (3), 235-253, 2020
32020
A unified prediction for liquefaction and settlement of saturated sandy ground
R Uzuoka, Y Shimizu, A Kamura, N Sento, M Kazama
Earthquake Geotechnical Engineering, 2007
32007
Future-proofing geotechnics workflows: accelerating problem-solving with large language models
S Wu, Y Otake, D Mizutani, C Liu, K Asano, N Sato, H Baba, Y Fukunaga, ...
arXiv preprint arXiv:2312.12411, 2023
22023
An attempt to evaluate in situ dynamic soil property by cyclic loading pressuremeter test
K Azuno, T Ishii, Y Kwon, A Kamura, M Kazama
Conference on Performance-based Design in Earthquake. Geotechnical …, 2022
22022
numerical study on liquefaction caused by love wave strain condition by 3D discrete element method
M Jiang, A Kamura, M Kazama
Geotechnics for Sustainable Infrastructure Development, 1073-1080, 2020
22020
Seismic shear behavior of clayey volcanic soil in residential area damaged by the 2016 Kumamoto earthquakes in Japan
S Izumiya, A Kamura, M Kazama, J Kim, S Sato
Earthquake Geotechnical Engineering for Protection and Development of …, 2019
22019
Cut slope damage of expressway caused by heavy rainfall in Tohoku district, Japan
N Haga, M Kazama, A Kamura, K Nagao, M Usami, K Sawano
Proc. of the 16th Asian Regional Conference on Soil Mechanics and …, 2019
22019
Case Study of Highway Slope Damage Caused by Heavy Rain and its Characteristics in Tohoku Region
K Nagao, K Sawano, K Matsuzaki, M Kazama, T Kawai, A Kamura
Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering …, 2019
22019
原位置サンプリング試料を用いた非排水繰返し三軸試験結果の信頼性とランダム地震動入力の影響について
山口輝大, 加村晃良, 金鍾官, 風間基樹
第 15 回日本地震工学シンポジウム発表論文集, 2359-2368, 2018
22018
Numerical study on liquefaction characteristics of granular materials under Rayleigh-wave strain conditions using 3D DEM
M Jiang, A Kamura, M Kazama
Soils and Foundations 62 (4), 101176, 2022
12022
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