| A determination procedure of input parameters in elasto-viscoplastic finite element analysis A Iizuka, H Ohta Soils and foundations 27 (3), 71-87, 1987 | 345 | 1987 |
| General theory of shear bands formation by a non-coaxial Cam-clay model C Yatomi, A Yashima, A Iizuka, I Sano Soils and foundations 29 (3), 41-53, 1989 | 186 | 1989 |
| Shear bands formation numerically simulated by a non-coaxial Cam-clay model C Yatomi, A Yashima, A Iizuka, I Sano Soils and Foundations 29 (4), 1-13, 1989 | 67 | 1989 |
| Evaluation of specific surface area of bentonite-engineered barriers for Kozeny-Carman law I Kobayashi, H Owada, T Ishii, A Iizuka Soils and Foundations 57 (5), 683-697, 2017 | 44 | 2017 |
| Two categories of new constitutive model derived from non-linear description of soil contractancy S Ohno, A Iizuka, H Ohta Journal of applied mechanics 9, 407-414, 2006 | 35 | 2006 |
| 正規粘土供試体せん断時における局所変形の遷移 小林一三， 飯塚敦， 太田秀樹 土木学会論文集, 1-18, 1999 | 34 | 1999 |
| Non-uniform settlement of compacted earth structures caused by the deformation characteristics of unsaturated soil on wetting K Kawai, A Iizuka, E Hayakawa, W Wang Soils and Foundations 47 (2), 195-205, 2007 | 33 | 2007 |
| 非線形コントラクタンシー表現式を用いた土の弾塑性構成モデル 大野進太郎， 飯塚敦， 太田秀樹 応用力学論文集 9, 407-414, 2006 | 30 | 2006 |
| Semiconductor device and a method of manufacturing the same K Mitsuda, M Honda, A Iizuka US Patent 7,087,474, 2006 | 26 | 2006 |
| Unconfined compression strength of soft aged clays H Ohta, A Nishihara, A Iizuka, Y Morita, R Fukagawa, K Arai Congrès international de mécanique des sols et des travaux de fondations. 12 …, 1989 | 25 | 1989 |
| Effects of stress conditions on B-value measurement Y Sugiyama, K Kawai, A Iizuka Soils and Foundations 56 (5), 848-860, 2016 | 22 | 2016 |
| Modeling of the confining effect due to the geosynthetic wrapping of compacted soil specimens A Iizuka, K Kawai, ER Kim, M Hirata Geotextiles and geomembranes 22 (5), 329-358, 2004 | 21 | 2004 |
| Numerical interpretation of a shape of yield surface obtained from stress probe tests K ICHIZO, K Soga, I ATSUSHI, H OHTA Soils and foundations 43 (3), 95-103, 2003 | 21 | 2003 |
| 水分特性曲線ヒステリシスの表現と不飽和土の応力変化 河井克之， 江偉川， 飯塚敦 応用力学論文集 5, 777-784, 2002 | 20 | 2002 |
| 3-D analysis of soil/water coupling problems using elasto-viscoplastic constitutive relationships H Ohta Computer Methods and Advances in Geomechanics 2, 1191-1196, 1991 | 20 | 1991 |
| Constitutive modeling for compacted bentonite buffer materials as unsaturated and saturated porous media Y Takayama, S Tachibana, A Iizuka, K Kawai, I Kobayashi Soils and foundations 57 (1), 80-91, 2017 | 17 | 2017 |
| The effect of stress induced anisotropy on shear band formation A Lizuka, C Yatomi, A Yashima, I Sano, H Ohta Archive of Applied Mechanics 62 (2), 104-114, 1992 | 17 | 1992 |
| 軟弱地盤の変形・安定解析に関する基礎的研究 飯塚敦 京都大学, 1988 | 16 | 1988 |
| Statics of loose triangular embankment under Nadai’s sand hill analogy T Pipatpongsa, S Heng, A Iizuka, H Ohta Journal of the Mechanics and Physics of Solids 58 (10), 1506-1523, 2010 | 14 | 2010 |
| Analysis of embankment by nonlinear contractancy description S Ohno, T Takeyama, T Pipatpongsa, A Iizuka, H Ohta Proc. of the 13th Asian Regional Conference of Soil Mechanics and …, 2007 | 14 | 2007 |
