| Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction resistance of soils TL Youd, IM Idriss Journal of geotechnical and geoenvironmental engineering 127 (4), 297-313, 2001 | 3667 | 2001 |
| Liquefaction and flow failure during earthquakes K Ishihara Geotechnique 43 (3), 351-451, 1993 | 2614 | 1993 |
| Soil behaviour in earthquake geotechnics K Ishihara Oxford University Press, 1996 | 2017 | 1996 |
| Stress-deformation and strength characteristics. CC Ladd, R Foott, K Ishihara, F Schlosser, P HG | 1193 | 1977 |
| Stability of natural deposits during earthquakes K Ishihara Proceedings of the 11th international conference on soil mechanics and …, 1985 | 1189 | 1985 |
| The steady state of sandy soils R Verdugo, K Ishihara Soils and foundations 36 (2), 81-91, 1996 | 1141 | 1996 |
| Undrained deformation and liquefaction of sand under cyclic stresses K Ishihara, F Tatsuoka, S Yasuda Soils and foundations 15 (1), 29-44, 1975 | 1109 | 1975 |
| Evaluation of settlements in sand deposits following liquefaction during earthquakes K Ishihara, M Yoshimine Soils and foundations 32 (1), 173-188, 1992 | 1059 | 1992 |
| Effects of principal stress direction and intermediate principal stress on undrained shear behavior of sand M Yoshimine, K Ishihara, W Vargas Soils and Foundations 38 (3), 179-188, 1998 | 560 | 1998 |
| 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 | 520 | 1983 |
| Maximum and minimum void ratio characteristics of sands M Cubrinovski, K Ishihara Soils and foundations 42 (6), 65-78, 2002 | 438 | 2002 |
| Flow theory for sand during rotation of principal stress direction M Gutierrez, K Ishihara, I Towhata Soils and foundations 31 (4), 121-132, 1991 | 323 | 1991 |
| Anisotropic deformation characteristics of sand under three dimensional stress conditions Y Yamada, K Ishihara Soils and Foundations 19 (2), 79-94, 1979 | 316 | 1979 |
| Normalized behavior of very loose non-plastic soils: effects of fabric S Zlatovic, K Ishihara Soils and foundations 37 (4), 47-56, 1997 | 303 | 1997 |
| Empirical correlation between SPT N-value and relative density for sandy soils M Cubrinovski, K Ishihara Soils and Foundations 39 (5), 61-71, 1999 | 299 | 1999 |
| Cyclic simple shear tests on saturated sand in multi-directional loading K Ishihara, F Yamazaki Soils and Foundations 20 (1), 45-59, 1980 | 293 | 1980 |
| Flow potential of sand during liquefaction M Yoshimine, K Ishihara Soils and foundations 38 (3), 189-198, 1998 | 260 | 1998 |
| Yielding of sand in triaxial compression F Tatsuoka, K Ishihara Soils and Foundations 14 (2), 63-76, 1974 | 254 | 1974 |
| Resistance of partly saturated sand to liquefaction with reference to longitudinal and shear wave velocities Y Tsukamoto, K Ishihara, H Nakazawa, K Kamada, Y Huang Soils and foundations 42 (6), 93-104, 2002 | 251 | 2002 |
| Evaluation of soil properties for use in earthquake response analysis K Ishihara Geomechanical modelling in engineering practice, 241-275, 2021 | 247 | 2021 |