| Flow deformation of sands subjected to principal stress rotation Y Nakata, M Hyodo, H Murata, N Yasufuku Soils and Foundations 38 (2), 115-128, 1998 | 347 | 1998 |
| Pile end-bearing capacity in crushable sands N Yasufuku, AFL Hyde Géotechnique 45 (4), 663-676, 1995 | 255 | 1995 |
| Undrained cyclic and monotonic triaxial behaviour of saturated loose sand M Hyodo, H Tanimizu, N Yasufuku, H Murata Soils and foundations 34 (1), 19-32, 1994 | 248 | 1994 |
| Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests M Hyodo, H Murata, N Yasufuku, T Fujii Soils and Foundations 31 (3), 60-76, 1991 | 187 | 1991 |
| On the stress-strain behaviour of lightly cemented clay based on an extended critical state concept K Kasama, H Ochiai, N Yasufuku Soils and Foundations 40 (5), 37-47, 2000 | 178 | 2000 |
| Stress-strain characteristics of sand in a particle-crushing region N Miura, H Murata, N Yasufuku Soils and foundations 24 (1), 77-89, 1984 | 164 | 1984 |
| Microbial fuel cell (MFC) for bioelectricity generation from organic wastes MA Moqsud, K Omine, N Yasufuku, M Hyodo, Y Nakata Waste Management 33 (11), 2465-2469, 2013 | 161 | 2013 |
| Yield characteristics of anisotropically consolidated sand under low and high stresses N Yasufuku, H Murata, M Hyodo Soils and Foundations 31 (1), 95-109, 1991 | 110 | 1991 |
| Mobility performance of a rigid wheel in low gravity environments T Kobayashi, Y Fujiwara, J Yamakawa, N Yasufuku, K Omine Journal of Terramechanics 47 (4), 261-274, 2010 | 103 | 2010 |
| Pile end-bearing capacity of sand related to soil compressibility N Yasufuku, H Ochiai, S Ohno Soils and foundations 41 (4), 59-71, 2001 | 96 | 2001 |
| Vertical bearing capacity of tapered piles in sands using cavity expansion theory S Manandhar, N Yasufuku Soils and Foundations 53 (6), 853-867, 2013 | 82 | 2013 |
| Risk assessment of water inrush in karst tunnels based on two-class fuzzy comprehensive evaluation method H Chu, G Xu, N Yasufuku, Z Yu, P Liu, J Wang Arabian Journal of Geosciences 10, 1-12, 2017 | 76 | 2017 |
| An approach for quick estimation of maximum height of capillary rise Q Liu, N Yasufuku, J Miao, J Ren Soils and Foundations 54 (6), 1241-1245, 2014 | 76 | 2014 |
| Yielding stress characteristics of carbonate sand in relation to individual particle fragmentation strength JM Kwag Proceeding of International conference on Engineering for Calcareous …, 1999 | 72 | 1999 |
| Bioelectricity from kitchen and bamboo waste in a microbial fuel cell MA Moqsud, K Omine, N Yasufuku, QS Bushra, M Hyodo, Y Nakata Waste management & research 32 (2), 124-130, 2014 | 61 | 2014 |
| Reconnaissance report on geotechnical damage caused by an earthquake with JMA seismic intensity 7 twice in 28 h, Kumamoto, Japan T Mukunoki, K Kasama, S Murakami, H Ikemi, R Ishikura, T Fujikawa, ... Soils and foundations 56 (6), 947-964, 2016 | 59 | 2016 |
| Stress-dilatancy behaviour of frozen sand in direct shear N Yasufuku, SM Springman, LU Arenson, T Ramholt 8th international conference on permafrost, Zurich. Balkema, Rotterdam, 1253 …, 2003 | 59 | 2003 |
| Evaluating the effect of slope angle on the distribution of the soil–pile pressure acting on stabilizing piles in sandy slopes Y He, H Hazarika, N Yasufuku, Z Han Computers and Geotechnics 69, 153-165, 2015 | 54 | 2015 |
| Three-dimensional limit analysis of seismic displacement of slope reinforced with piles Y He, H Hazarika, N Yasufuku, Z Han, Y Li Soil Dynamics and Earthquake Engineering 77, 446-452, 2015 | 53 | 2015 |
| Damage to geotechnical structures in waterfront areas of northern Tohoku due to the March 11, 2011 tsunami disaster H Hazarika, K Kasama, D Suetsugu, S Kataoka, N Yasufuku Indian Geotechnical Journal 43, 137-152, 2013 | 53 | 2013 |
