| Sand response to cyclic rotation of principal stress directions as induced by wave loads K Ishihara, I Towhata Soils and foundations 23 (4), 11-26, 1983 | 517 | 1983 |
| Volume change of clays induced by heating as observed in consolidation tests I Towhata, P Kuntiwattanaku, I Seko, K Ohishi soils and foundations 33 (4), 170-183, 1993 | 378 | 1993 |
| Flow theory for sand during rotation of principal stress direction M Gutierrez, K Ishihara, I Towhata Soils and foundations 31 (4), 121-132, 1991 | 320 | 1991 |
| Modeling soil behavior under principal stress axes rotation I Towhata Proc. 5^< th> International Conference on Numerical Methods in Geomechanics …, 1985 | 241 | 1985 |
| Shaking table tests in earthquake geotechnical engineering SK Prasad, I Towhata, GP Chandradhara, P Nanjundaswamy Current science, 1398-1404, 2004 | 212 | 2004 |
| Shear work and pore water pressure in undrained shear I Towhata, K Ishihara Soils and foundations 25 (3), 73-84, 1985 | 201 | 1985 |
| Temperature effects on undrained shear characteristics of clay P Kuntiwattanakul, I Towhata, K Ohishi, I Seko Soils and Foundations 35 (1), 147-162, 1995 | 197 | 1995 |
| Undrained strength of sand undergoing cyclic rotation of principal stress axes I Towhata, K Ishihara Soils and foundations 25 (2), 135-147, 1985 | 189 | 1985 |
| Experimental study of dry granular flow and impact behavior against a rigid retaining wall YJ Jiang, I Towhata Rock Mechanics and Rock Engineering 46, 713-729, 2013 | 186 | 2013 |
| Instrumented model slope failure due to water seepage RP Orense, S Shimoma, K Maeda, I Towhata Journal of Natural Disaster Science 26 (1), 15-26, 2004 | 171 | 2004 |
| Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil I Towhata, W Vargas-Monge, RP Orense, M Yao Soil Dynamics and Earthquake Engineering 18 (5), 347-361, 1999 | 162 | 1999 |
| Precaution and early warning of surface failure of slopes using tilt sensors T Uchimura, I Towhata, L Wang, S Nishie, H Yamaguchi, I Seko, J Qiao Soils and Foundations 55 (5), 1086-1099, 2015 | 152 | 2015 |
| Prediction of permanent displacement of liquefied ground by means of minimum energy principle I Towhata, Y Sasaki, KI Tokida, H Matsumoto, Y Tamar, K Yamada Soils and Foundations 32 (3), 97-116, 1992 | 139 | 1992 |
| Study on permanent ground displacement induced by seismic liquefaction M Hamada, I Towhata, S Yasuda, R Isoyama Computers and Geotechnics 4 (4), 197-220, 1987 | 133 | 1987 |
| Mechanism of permanent displacement of ground caused by seismic liquefaction Y Sasaki, I Towhata, K TOKIDA, K Yamada, H Matsumoto, Y Tamari, ... Soils and Foundations 32 (3), 79-96, 1992 | 130 | 1992 |
| Simple monitoring method for precaution of landslides watching tilting and water contents on slopes surface T Uchimura, I Towhata, TT Lan Anh, J Fukuda, CJB Bautista, L Wang, ... Landslides 7, 351-357, 2010 | 129 | 2010 |
| Model for the deformation of sand during rotation of principal stress directions M Gutierrez, K Ishihara, I Towhata Soils and Foundations 33 (3), 105-117, 1993 | 127 | 1993 |
| Strain energy based evaluation of liquefaction and residual pore water pressure in sands using cyclic torsional shear experiments Y Jafarian, I Towhata, MH Baziar, A Noorzad, A Bahmanpour Soil Dynamics and Earthquake Engineering 35, 13-28, 2012 | 124 | 2012 |
| Pile group response to liquefaction-induced lateral spreading: E-Defense large shake table test R Motamed, I Towhata, T Honda, K Tabata, A Abe Soil Dynamics and Earthquake Engineering 51, 35-46, 2013 | 110 | 2013 |
| Shaking table model tests on pile groups behind quay walls subjected to lateral spreading R Motamed, I Towhata Journal of Geotechnical and Geoenvironmental Engineering 136 (3), 477-489, 2010 | 109 | 2010 |
