"清田三四郎,山崎貴之,田所敏弥,神田政幸,渡辺 健","支点拘束されたディープビームのせん断耐力に関する実験的検討",,"土木学会第62回年次学術講演会概要集",,,"No. 5-332","pp. 663-664",2007,Sept.
"K. Itoh,M. Koda,O. Murata,A. Takahashi,O. Kusakabe","Centrifugal simulations of vertical vibration of shallow foundation on sand",,"Proceedings of the BGA International Conference on Foundations",,,,"pp. 381-390",2003,Sept.
"Kazuya Ito,Masayuki Koda,A.Takahashi,K.I. Lee,Osamu Murata,O.Kusakabe","Centrifuge simulations of wave propagation using a moving load system",,"Proceedings of the International Workshop WAVE 2002",,"Vol. 1",,"pp. 193-200",2003,Sept.
"K.Itoh,A.Takahashi,OSAMU KUSAKABE,M.Koda,O.Murata,K.I.Lee","Centrifugal Simulations of wave propagation in dry sand with barrier",,"Proceedings of the 1st International Conference on Physical Modelling in Geotechnics",,"Vol. 1",,"pp. 421-426",2002,July
"神田政幸,竹村次朗,日下部治","砂地盤中の単杭のp-y関係の評価及びモデル化",,"土木学会論文集",,"Vol. ?","No. 645/III-50","pp. 191-207",2000,
"岡本道孝,神田政幸,竹村次朗,日下部治","斜面近傍に存在する杭のp-y関係に関する実験的研究",,"第45回地盤工学シンポジウム",,,,"pp. 65-70",2000,
"Masayuki Kouda,Michitaka Okamoto,Jiro TAKEMURA,OSAMU KUSAKABE,Kunihiko NAKAMURA","Modeling of p-y Curves for Laterally Loaded Single Pile in Sand",,"International Workshop on Limit State design in Geotechnical Engineering","International Workshop on Limit State design in Geotechnical Engineering",,,"pp. 85-91",2000,
"M.Z.Rahman,J.Takemura,Masayuki Koda","Stability of soft clay improved by SCP with low replacement ratios",,"Proc. Intn. Sympo on Coastal Geotechnical Engineering in Practice",,,,"pp. 489-494",2000,
"江崎太一,近藤緑,神田政幸,竹村次朗","遠心模型装置を用いた軟弱地盤中の山留め掘削実験",,"第34回地盤工学研究発表会講演概要集",,"Vol. 2",,"pp. 1623-1624",1999,
"Weeraya SAE-TIA,神田政幸,日下部治,竹村次朗","正規圧密粘土地盤上の盛土の織布補強効果に関する遠心模型実験",,"土木学会論文集",,"Vol. 631","No. III-63","pp. 221-234",1999,
"朴聖植,脇俊一,神田政幸,竹村次朗","破砕性地盤の支持力に関する遠心模型実験",,"破砕性地盤の工学的諸問題に関する研究委員会報告書及びシンポジウム発表論文集",,,,"pp. 81-84",1999,
"神田政幸,竹村次朗,日下部治","遠心模型実験による砂地盤中の単杭のp-y関係の測定",,"土木学会論文集",,"Vol. 631","No. III-48","pp. 355-369",1999,
"Md. Zayedur Rahman,水野隆裕,Masayuki Koda,JIRO TAKEMURA","Stability of soft clay improved by sand compaction pile with low replacement ratios",,"第34回地盤工学研究発表会講演概要集",,"Vol. 1",,"pp. 193-194",1999,
"水野隆裕,Md. Zayedur Rahman,竹村次朗,神田政幸","模型地盤に対するコーン貫入試験",,"第34回地盤工学研究発表会講演概要集",,"Vol. 1",,"pp. 283-284",1999,
"中村邦彦,神田政幸,竹村次朗,日下部治","砂地盤中の水平抵抗に及ぼす地盤密度と応力レベルの影響",,"第34回地盤工学研究発表会講演概要集",,"Vol. 2",,"pp. 1445-1446",1999,
"岡本道孝,神田政幸,竹村次朗,日下部治","単杭のp-y関係に及ぼす斜面の影響",,"第34回地盤工学研究発表会講演概要集",,"Vol. 2",,"pp. 1459-1460",1999,
"神田政幸,岡本道孝,竹村次朗,日下部治","砂斜面肩に存在する単杭の水平抵抗に関する研究",,"第34回地盤工学研究発表会講演概要集",,"Vol. 2",,"pp. 1461-1462",1999,
"近藤緑,神田政幸,竹村次朗","軟弱粘土地盤中の二段式支保山留め掘削実験に対する有限要素解析",,"第34回地盤工学研究発表会講演概要集",,"Vol. 2",,"pp. 1621-1622",1999,
"布川修,高橋章浩,神田政幸,竹村次朗","液状化対策工としての締め切り矢板工法の効果",,"第32回地盤工学研究発表会講演集",,"Vol. 32",,"pp. 1013-1014",1997,July