Elastoplastic constitutive equation with tangential stress rate effect K Hashiguchi, S Tsutsumi International journal of plasticity 17 (1), 117-145, 2001 | 182 | 2001 |
General non-proportional loading behavior of soils S Tsutsumi, K Hashiguchi International Journal of Plasticity 21 (10), 1941-1969, 2005 | 155 | 2005 |
Shear band formation analysis in soils by the subloading surface model with tangential stress rate effect K Hashiguchi, S Tsutsumi International Journal of Plasticity 19 (10), 1651-1677, 2003 | 147 | 2003 |
Introduction to finite strain theory for continuum elasto-plasticity K Hashiguchi, Y Yamakawa John Wiley & Sons, 2012 | 133 | 2012 |
Evaluation of typical conventional and unconventional plasticity models for prediction of softening behaviour of soils K Hashiguchi, K Saitoh, T Okayasu, S Tsutsumi Geotechnique 52 (8), 561-578, 2002 | 126 | 2002 |
Fundamentals in constitutive equation: continuity and smoothness conditions and loading criterion K HASHIGUCHI Soils and Foundations 40 (4), 155-161, 2000 | 106 | 2000 |
Implicit stress-update algorithm for isotropic Cam-clay model based on the subloading surface concept at finite strains Y Yamakawa, K Hashiguchi, K Ikeda International Journal of Plasticity 26 (5), 634-658, 2010 | 95 | 2010 |
Unconventional friction theory based on the subloading surface concept K Hashiguchi, S Ozaki, T Okayasu International journal of solids and structures 42 (5-6), 1705-1727, 2005 | 82 | 2005 |
Gradient plasticity with the tangential-subloading surface model and the prediction of shear-band thickness of granular materials K Hashiguchi, S Tsutsumi International Journal of Plasticity 23 (5), 767-797, 2007 | 74 | 2007 |
Extended subloading surface model incorporating elastic boundary concept S TSUTSUMI, M TOYOSADA, K HASHIGUCHI Journal of applied mechanics 9, 455-462, 2006 | 54 | 2006 |
Time-dependent elastoplastic constitutive equation based on the subloading surface model and its application to soils K Hashiguchi, T Okayasu Soils and Foundations 40 (4), 19-36, 2000 | 53 | 2000 |
Description of inherent/induced anisotropy of soils: Rotational hardening rule with objectivity K Hashiguchi Soils and Foundations 41 (6), 139-145, 2001 | 51 | 2001 |
Mathematical models for soil displacement under a rigid wheel K Fukami, M Ueno, K Hashiguchi, T Okayasu Journal of Terramechanics 43 (3), 287-301, 2006 | 38 | 2006 |
Rate-dependent inelastic constitutive equation: the extension of elastoplasticity K Hashiguchi, T Okayasu, K Saitoh International journal of plasticity 21 (3), 463-491, 2005 | 38 | 2005 |
Axisymmetric bifurcation analysis in soils by the tangential-subloading surface model M Khojastehpour, K Hashiguchi Journal of the Mechanics and Physics of Solids 52 (10), 2235-2262, 2004 | 36 | 2004 |
Plane strain bifurcation analysis of soils by the tangential–subloading surface model M Khojastehpour, K Hashiguchi International Journal of Solids and structures 41 (20), 5541-5563, 2004 | 36 | 2004 |
Precise measurement of soil deformation and fluctuation in drawbar pull for steel and rubber-coated rigid wheels T Shikanai, K Hashiguchi, Y Nohse, M Ueno, T Okayasu Journal of terramechanics 37 (1), 21-39, 2000 | 29 | 2000 |
Finite element analysis of particle assembly-water coupled frictional contact problem S Ozaki, K Hashiguchi, T Okayasu, DH Chen COMPUTER MODELING IN ENGINEERING AND SCIENCES 18 (2), 101, 2007 | 20 | 2007 |
Stress rate-elastic stretching relations in elastoplastic constitutive equations for soils K Hashiguchi, IF Collins Soils and foundations 41 (2), 77-87, 2001 | 18 | 2001 |
On the thermomechanical approach to the formulation of plastic constitutive equations K Hashiguchi Soils and foundations 41 (4), 89-94, 2001 | 17 | 2001 |