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Hai-Sui Yu

Pro-Vice-Chancellor, Faculty of Engineering

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Expertise Summary

Professor Yu's main research activities have focused on theoretical and computational geomechanics, constitutive modelling, in-situ soil testing, and pavement geotechnics. Professor Yu has published two books and well over 150 papers in leading international journals and conference proceedings, and has been awarded numerous medals and prizes for his research work, which include ISSMGE's first J K Mitchell Lecturer in 2004, Shamsher Prakash International Research Award in 2003, ICE's Telford Medal in 2000, and Australian Geomechanics Society's Trollope Medal in 1998. Professor Yu has served on the Editorial Boards of several top international journals in geotechnical engineering and on the National Executive Committee of the British Geotechnical Association (BGA). Over the last decade, he has also worked for various periods with many of the leading soil mechanics research groups in the USA, Canada, Australia, New Zealand, China, France and the UK.

Research Summary

Interpretation of in-situ soil testing Accurate finite elements for incompressible materials and soil plasticity Cavity expansion methods in geomechanics Shakedown methods for pavement analysis and… read more

Recent Publications

Current Research

Interpretation of in-situ soil testing Accurate finite elements for incompressible materials and soil plasticity Cavity expansion methods in geomechanics Shakedown methods for pavement analysis and design Numerical limit analysis for geotechnical stability Constitutive modelling of soil and rock

Future Research

Constitutive modelling and plasticity; Pavement and railway soil mechanics; Limit and shakedown analysis; Finite element and discrete element analysis; In-situ soil testing

  • YU, H.-S. and WANG, J., 2012. Three-dimensional shakedown solutions for cohesive-frictional materials under moving surface loads International Journal of Solids and Structures. 49(26), 3797-3807
  • LI, X. and YU, H.S., 2011. Tensorial characterisation of directional data in micromechanics International Journal of Solids and Structures. 48(14-15), 2167-2176
  • WALKER, J. and YU, H.-S., 2010. Analysis of the cone penetration test in layered clay Géotechnique. 60(12), 939-948
  • YANG, Y. and YU, H.-S., 2010. Numerical aspects of non-coaxial model implementations Computers and Geotechnics. 37(1-2), 93-102
  • LI, X., YU, H.S. and LI, X.S., 2009. Macro-micro relations in granular mechanics International Journal of Solids and Structures. 46(25-26), 4331-4341
  • JIANG, M., LEROUEIL, S., ZHU, H., YU, H.-S. and KONRAD, J.-M., 2009. Two-dimensional discrete element theory for rough particles International Journal of Geomechanics. 9(1), 20-33
  • LI, XIA and YU, HAI-SUI, 2009. Influence of loading direction on the behavior of anisotropic granular materials INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE. 47(11-12), 1284-1296
  • YU, H.-S., 2008. Non-coaxial theories of plasticity for granular materials In: 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), 1-6 October, 2008, Goa, India. 361-378
  • YU, H S, MURALEETHARAN, K K and YANG, Y, 2008. Generalized trapezoidal numerical integration of an advanced soil model International Journal for Numerical and Analytical Methods in Geomechanics. 32(1), 43-64
  • WANG, J., YU, H.S. and LANGSTON, P., 2007. Mechanical behaviour of granular materials in simple shear tests using DEM In: Conference on Analysis of Discontinuous Deformation and Application to Mining and Civil Engineering, Beijing, China, 14-19 August 2007. 157-161 (In Press.)
  • SCHNIAD, F. and YU, H.S., 2007. Theoretical interpretation of the seismic cone test in granular soils Geotechnique. 57(3), 265-272 (In Press.)
  • YU, H.S., TAN, S.M. and YANG, Y., 2007. Constitutive modelling of non-coaxial behaviour and bonding effects in geomaterials In: Workshop on Constitutive modelling - Development, Implementation, Evaluation, and Application, Hong Kong. 86-99 (In Press.)
  • YU, H.S and TAN, S.M., 2007. A critical state model for bonded geomaterials In: The 10th International Symposium on Numerical Models in Geomechanics, Rhodes, Greece, 25-27 April 2007. 71-77 (In Press.)
  • YU, H.S., TAN, S.M. and SCHNAID, F., 2007. A critical state framework for modelling bonded geomaterials Geomechanics and Geoengineering: An International Journal. 2(1), 61-74
  • YANG, Y., MURALEETHARAN, K.K., YU, H.S. and , 2007. Generalized trapezoidal numerical integration of an advanced soil model International Journal for Numerical and Analytical Methods in Geomechanics: Published online with DOI: 10.1002/nag.615. (In Press.)
  • JIANG, M.J., YU, H.S. and LEROUEIL, S., 2007. A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method International Journal of Numerical Methods in Engineering. 69(6), 1158-1193 (In Press.)
  • YU, H.S., 2006. Plasticity and geotechnics New York: Springer.
  • YU, H.S. and YUAN, X., 2006. On a class of non-coaxial plasticity models for granular soils Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences. 462(2067), 725-748
  • YU, H.S., 2006. In-situ soil testing: from mechanics to interpretation: The first James K. Mitchell Lecture Geomechanics and Geoengineering. 1(3), 165-195
  • YANG, Y. and YU, H. S., 2006. Numerical simulations of simple shear with non-coaxial models International Journal for Numerical and Analytical Methods in Geomechanics. 30 (1), 1-19
  • YANG, Y., MURALEETHARAN, K.K. and YU, H., 2006. A middle surface plasticity model for saturated sand in general stress states International Journal for Numerical and Analytical Methods in Geomechanics. 30, 389-412
  • YANG, Y. and YU, H. S., 2006. Application of non-coaxial soil models to shallow foundations Geomechanics and Geoengineering: An International Journal. 1(2), 139-150
  • JIANG, M., YU, H. S. and HARRIS, D., 2006. Kinematic variables bridging discrete and continuum granular mechanics Mechanics Research Communication. VOL 33(NUMBER 5), 651-666
  • YANG, Y., MURALEETHARAN, K.K. and YU, H. S., 2006. Generalized trapezoidal numerical integration of an advanced soil model International Journal for Numerical and Analytical Methods in Geomechanics (accepted). (in press),
  • YANG, Y. and YU, H. S., 2006. A non-coaxial critical state model and its application to simple shear simulations International Journal for Numerical and Analytical Methods in Geomechanics. Vol 30, 1369-1390
  • LI, H.X. and YU, H.S., 2006. A nonlinear programming approach to kinematic shakedown analysis of frictional materials International Journal of Solids and Structures. 43, 6597-6614
  • JIANG, M. J., YU, H. S. and HARRIS, D., 2006. Bond rolling resistance and its effect on yielding of bonded granulates by DEM analyses International Journal for Numerical and Analytical Methods in Geomechanics. VOL 30(NUMBER 8), 723-761
  • LI, H. X. and YU, H. S., 2006. Limit analysis of composite materials based on an ellipsoid yield criterion International Journal of Plasticity. 22(10), 1962-1987
  • LI, H.X. and YU, H. S., 2006. Limit analysis of 2-D and 3-D structures based on an ellipsoid yield criterion Acta Geotechnica. 1(3), 179-193
  • ELLIS, E.A., COX, C., YU, H.S, AINSWORTH, A. and BAKER, N., 2006. A new geotechnical centrifuge at the University of Nottingham In: Physical Modelling in Geotechnics, 6th ICPMG, Hong Kong. 129-134 (In Press.)
  • LI, H. X. and YU, H. S., 2006. A non-linear programming approach to kinematic shakedown analysis of composite materials International Journal of Numerical Methods in Engineering. VOL 66(NUMBER 1), 117-146
  • YU, H.S., KHONG, C.D. and WANG, J., 2006. A unified plasticity model for cyclic behaviour of clay and sand Mechanics Research Communication. Vol 34, 97-114
  • WU, W. and YU, H. S., eds., 2006. Modern Trends in Geomechanics Springer-Verlag Berlin, Berlin, Germany.
  • SCHNAID, F. and YU, H.S., 2006. Theoretical interpretation of the seismic cone test in granualr soils Geotechnique (in press). (in press),
  • WALKER, J. and YU, H. S., 2006. Adaptive finite element analysis of cone penetration in clay Acta Geotechnica. VOL 1(NUMBER 1), 43-57
  • JIANG, M. J., YU, H. S. and HARRIS, D., 2006. Discrete element modelling of deep penetration in granular soils International Journal for Numerical and Analytical Methods in Geomechanics. VOL 30(NUMBER 4), 335-361
  • JIANG, M., YU, H. S. and LEROUEIL, S., 2006. A simple and efficient approach to capturing bonding effect in naturally micro-structured sands by DEM International Journal for Numerical Methods in Engineering (in press). (in press),
  • YU, H.S., 2005. Three-dimensional analytical solutions for shakedown of cohesive-frictional materials under moving surface loads Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences. 461(2059), 1951-1964
  • JIANG, M.J., YU, H.S., MCDOWELL, G.R. and HARRIS, D., 2005. What continuum model is expected in in-situ granular mechanics: observation in discrete element modelling of penetration tests In: Joint Mechanics and Materials Conference, ASCE/ASME.
  • JIANG, M.J., HARRIS, D. and YU, H.S., 2005. Kinematic models for non-coaxial granular materials: Part 1: theories International Journal for Numerical and Analytical Methods in Geomechanics. 29 (7), 643-661
  • JIANG, M. J., YU, H. S. and HARRIS, D., 2005. A discrete model for granular material incorporating rolling resistance Computers and Geotechnics. VOL 32(NUMBER 5), 340-357
  • LI, H. X. and YU, H. S., 2005. Kinematic limit analysis of frictional materials using nonlinear programming International Journal of Solids and Structures. VOL 42(NUMBER 14), 4058-4076
  • YANG, Y., YU, H. S. and MURALEETHARAN, K. K., 2005. Solution existence conditions for elastoplastic constitutive models of granular materials International Journal of Plasticity. 21, 2406-2425
  • JIANG, M.J., YU, H.S. and HARRIS, D., 2005. A discrete modelling of micro-structured geomaterials incorporating bond rolling resistance In: 11th International Conference of IACMAG, 19-24 June 2005, Torino, Italy, Vol 1, pp 87-94.. 353-360
  • HARRIS, D., JIANG, M.J., HARRIS, D. and YU, H., 2005. Some micro-mechanical considerations for a new macro-mechanical model for the flow of granular materials In: Powders & Grains 05.
  • JIANG, M.J. and YU, H.S., 2005. Application of discrete element method to geomechanics In: Modern Trends in Geomechanics, 27-29 June 2005, Vienna, Austria, pp 241-269.
  • JIANG, M. J., YU, H. S. and HARRIS, D., 2005. A novel approach to examining double-shearing type models for granular materials Granular Matter. VOL 7(NUMBER 2-3), 157-168
  • JIANG, M.J., YU, H.S. and HARRIS, D., 2005. A variable linking microscopic to macroscopic granular mechanics In: Powders and Grains, 2005, Stuttgart, Germany.
  • JIANG, M. J., HARRIS, D. and YU, H. S., 2005. Kinematic models for non-coaxial granular materials. Part II: evaluation International Journal for Numerical and Analytical Methods in Geomechanics. VOL 29(NUMB 7), 663-690
  • HARRIS, D., JIANG, M.J., YU, H.S. and GRKOVA, E.F., 2005. The application of a new plasticity-type model to problems in geotechnical engineering In: Joint Mechanics and Materials Conference, ASCE/ASME, Louisiana State University, 1-3 June 2005.
  • YU, H.S. and YUAN, X., 2005. The importance of accounting for non-coaxial behaviour in modelling soil-structure interaction In: 11th International Conference of IACMAG, Torino, Italy, 19-24 June 2005. 709-718 (In Press.)
  • YU, H. and YUAN, X., 2005. The role of non-coaxial plasticity in soil-structure interaction In: 11th International Conference of IACMAG. 709-718
  • YU, H. S., ed., 2005. Shakedown Theory and its Application to Pavement Analysis and Design. A Special Issue of International Journal of Road Materials and Pavement Design. 6 (1).
  • YU, H. S., CHARLES, M. T. and KHONG, C. D., 2005. Analysis of pressuremeter geometry effects in clay using critical state models International Journal for Numerical and Analytical Methods in Geomechanics. VOL 29(NUMB 8), 845-859
  • WU, W., SHAIGANI, S., FERSTL, F. and YU, H.S., 2005. Failure of geosynthetic suface barrier: a case study In: 11th International Conference of IACMAG, 19-24 June 2005, Torino, Italy, Vol 3, pp 447-453..
  • JIANG, M.J. and YU, H., 2005. Application of discrete element method to geomechanics In: Modern Trends in Geomechanics. 241-270
  • JIANG, M.J. and YU, H., 2005. Recent application of discrete element methods to soil mechanics In: The 2nd World Forum of Chinese Scholars in Geotechnical Engineering, (invited lecture). 72-79
  • YU, H.S., 2005. Foreward: shakedown theory for pavement analysis International Journal of Road Materials and Pavement Design. 6 (1), 7-9
  • YU, H. S., KHONG, C. D., WANG, J. and ZHANG, G., 2005. Experimental evaluation and extension of a simple critical state model for sand Granular Matter. VOL 7(NUMBER 4), 213-225
  • YU, H.S., YANG, Y. and YUAN, X., 2005. Application of non-coaxial plasticity models in geotechnical analysis In: 16th International Conference on Soil Mechanics and Geotechnical Engineering (16 ICSMGE). 993-996
  • LI, H.X. and YU, H., 2005. A novel nonlinear programming technique for kinematic limit analysis of frictional materials In: 11th International Conference of IACMAG. 87-94
  • YU, H., 2005. Introduction to 45th Rankine Lecturer Geotechnique. 55 (9), 629-630
  • YANG, Y., KANTHASAMY, K. and YU, H.S., 2005. Modelling the stress-strain behaviour of unsaturated soils using the middle surface concept In: 11th International Conference of IACMAG, 19-24 June 2005, Torino, Italy, Vol 1, pp 545-552.
  • KHONG, C.D. and YU, H., 2005. A critical state approach to pressuremeter analysis in clay In: Proceedings of the 50th Years of Pressuremeter: International Symposium. 329-338
  • XU, G.Q., YU, H.S. and REDDISH, D.J., 2004. Numerical modelling of wellbore instability: a review In: 5th International Symposium on Mining Science and Technology. pp 363-369
  • KHONG, C.D. and YU, H.S., 2004. Development and numerical evaluation of unified critical state models In: 3rd Vietnam-Japan Joint Seminar on Geotechnicaland Geoenvironmental Engineering. pp 275-284
  • SALGADO, R., LYAMIN, A. V., SLOAN, S. W. and YU, H. S., 2004. Two- and three-dimensional bearing capacity of foundations in clay Geotechnique. VOL 54(NUMB 5), 297-306
  • SUTCLIFFE, D. J., YU, H. S. and SLOAN, S. W., 2004. Lower bound solutions for bearing capacity of jointed rock Computers and Geotechnics. VOL 31(NUMBER 1), 23-36
  • HUANG, W., SHENG, D., SLOAN, S.W. and YU, H.S., 2004. Finite element analysis of cone penetration in cohesionless soils Computers and Geotechnics. 31, 517-528
  • JIANG, M.J., HARRIS, D. and YU, H.S., 2003. Rotation-rate in the Harris kinematic equations for post-failure flow of granular materals In: International Conference on Micromechanics of Geomaterials. 129-132
  • YU, H.S. and KHONG, C.D., 2003. Bounding surface formulation of a unified critical state model for clay and sand In: 3rd International Symposium on Deformation Characteristics of Geomaterials. 1111-1118
  • MERIFIELD, R.L., LYAMIN, A., SLOAN, W.W. and YU, H.S., 2003. Three-dimensional stability analysis of plat anchors in clay Journal of Geotechnology and Geoenvironmental Engineering. 29(3),
  • YU, H.S. and CARTER, J.P., 2002. Rigorous similarity solutions for cavity expansion in cohesive-frictional soils International Journal of Geomechanics. 2(2), 233-258
  • HSIEH, Y.-M., WHITTLE, A. J. and YU, H.-S., 2002. Interpretation of Pressuremeter Tests in Sand using Advanced Soil Model Journal of Geotechnology and Geoenvironmental Engineering. VOL 128(PART 3), 274-278
  • KHONG, C.D. and YU, H.S., 2002. Computational aspects of a unified critical state model - CASM In: 8th International Symposium on Numerical Models in Geomechanics. pp 271-277
  • YU, H.S., KHONG, C.D. and CHARLES, M., 2002. Computation of anchor behaviour using critical state models In: 5th European Conference on Numerical Methods in Geotechnical Engineering. pp 661-668
  • YU, H.S. and KHONG, C.D., 2002. Application of a unified plasticity model in finite element analysis In: International Conference on 3D Finite Elements for Pavement Analysis. pp 253-267
  • HUANG, W., SHENG, D., SLOAN, S.W. and YU, H.S., 2002. Finite element analysis of cone penetration in cohesionless soil
  • MERIFIELD, R.S., SLOAN, S.W., ABBO, A. and YU, H.S., 2001. Three dimensional analysis of anchors In: 10th International Conference on Computer Methods and Advances in Geomechanics.
  • MERIFIELD, R.S., LYAMIN, A.V., PEARCE, A., YU, H.S. and SLOAN, S.W., 2001. Pullout capacity of earth anchors In: XVth ICSMGE. pp 1203-1206
  • SUTCLIFFE, D., YU, H.S., PAGE, A.W and , 2001. Sensitivity analysis of masonry shear walls using lower bound limit analysis In: Australasian Masonry Conference, Adelaide, Australia. (In Press.)
  • HUANG, W., YU, H.S., SHEN, D. and SLOAN, S.W., 2001. Finite element simulation of cone penetration with finite-sliding contact interfaces In: 1st Asian-Pacific Congress on Computational Mechanics. 351-356
  • MERIFIELD, R.S., SLOAN, S.W., ABBO, A. and YU, H.S., 2001. The ultimate pullout capacity of anchors in frictional soils, IACMAG In: 10th International Conference on Computer Methods and Advances in Geomechanics. pp 1187-1192
  • SUTCLIFFE, D. J., YU, H. S. and PAGE, A. W., 2001. Lower bound limit analysis of unreinforced masonry shear walls Computers and Structures. VOL 79(NUMBER 14), 1295-1312
  • MERIFIELD, R. S., SLOAN, S. W. and YU, H. S., 2001. Stability of plate anchors in undrained clay Geotechnique. VOL 51 (2)(PART 5), 141-154
  • SHIAU, S.H. and YU, H.S., 2000. Shakedown analysis of flexible pavements In: The John Booker Memorial Symposium. pp 643-653
  • YU, H.S., 2000. Finite element analysis of pressuremeter tests In: International Congress on Geotechnical Engineering (GeoEng2000).
  • YU, H., 2000. Cavity Expansion Methods in Geomechanics Kluwer Academic Publishers BV, Dordrecht, NL.
  • YU, H.S., 2000. Rigorous similarity solutions for cavity expansion in cohesive-frictional soils Geotechnique. 2 (2), 233-258
  • YU, H. S. and NETHERTON, M. D., 2000. Performance of Displacement Finite Elements for Modelling Incompressible Materials International Journal for Numerical and Analytical Methods in Geomechanics. VOL 24(PART 7), 627-654
  • YU, H. S., HERRMANN, L. R. and BOULANGER, R. W., 2000. Analysis of Steady Cone Penetration in Clay Journal of Geotechnology and Geoenvironmental Engineering. VOL 126(PART 7), 594-605
  • FITYUS, S., YU, H.S. and PEARCE, A., 2000. The observed failure mechanics of plate anchors in sand In: International Congress on Geotechnical Engineering (GeoEng2000).
  • SHIAU, S.H. and YU, H.S., 2000. Load and displacement prediction for shakedown analysis of pavements In: 79th Annual Conference of the Transportation Research Board.
  • SUTCLIFFE, D., YU, H.S. and PAGE, A.W., 2000. Limit analysis of unreinforced masonry shear walls In: International Congress on Geotechnical Engineering (GeoEng2000).
  • SHIAU, S.H. and YU, H.S., 2000. Shakedown approach to pavement design In: International Congress on Geotechnical Engineering (GeoEng2000).
  • SHENG, D., SLOAN, S. W. and YU, H. S., 2000. Aspects of finite element implementation of critical state models Computational Mechanics. VOL 26(PART 2), 185-196
  • MERIFIELD, R.S., YU, H.S. and SLOAN, S.W., 2000. Three dimensional solutions for the ultimate pullout capacity of anchors In: International Congress on Geotechnical Engineering (GeoEng2000).
  • SHIAU, S. H. and YU, H. S., 2000. Load and Displacement Prediction for Shakedown Analysis of Layered Pavements Transportation Research Record. ISSU 1730, 117-124
  • MERIFIELD, R.L., SLOAN, W.W. and YU, H.S., 1999. Three dimenstional lower bound solutions for the stability of plate anchors in clay
  • MERIFIELD, R.S., SLOAN, S.W. and YU, H.S., 1999. Stability of plate anchors in undrained clay
  • MERIFIELD, R. S., SLOAN, S. W. and YU, H. S., 1999. Rigorous plasticity solutions for the bearing capacity of two-layered clays Geotechnique. VOL 49(NUMBER 4), 471-490
  • MERIFIELD, R., PEARCE, A., YU, H.S. and SLOAN, S.W., 1999. The stability of plate anchors In: 8th Australia-New Zealand Conference on Geomechanics. pp 553-560
  • KIM, J., SALGADO, R. and YU, H. S., 1999. Limit Analysis of Soil Slopes Subjected to Pore-Water Pressures Journal of Geotechnology and Geoenvironmental Engineering. VOL 125(NUMBER 1), 49-58
  • MERIFIELD, R.S., YU, H.S. and SLOAN, S.W., 1999. Limit analysis solutions for the ultimate pullout capacity of anchors In: 7th International Symposium on Numerical Models in Geomechanics (NUMOG V11). pp 481-487
  • SUTCLIFFE, D., YU, H.S. and PAGE, A.W., 1999. Lower bound analysis of unrinforced masonry shear walls In: 7th International Conference on Numerical Models in Geomechanics (NUMOGV11). pp 639-644
  • SUTCLIFFE, D., YU, H.S. and PAGE, A.W., 1999. Computational Mechanics - lower bound limit analysis of unreinforced masonry shear walls In: 16th Australiasian Conference on the Mechanics of Structures and Materials. pp 23-28
  • YU, H. S. and ROWE, R. K., 1999. Plasticity Solutions for Soil Behaviour Around Contracting Cavities and Tunnels International Journal for Numerical and Analytical Methods in Geomechanics. VOL 23(NUMBER 12), 1245-1280
  • SHENG, D., SLOAN, S.W. and YU, H.S., 1999. Aspects of finite element implementation of critical state models
  • SHIAU, S.H. and YU, H.S., 1999. Shakedown of three layered pavements In: 7th International Conference on Structural Failure and Pasticity.
  • SHIAU, S.H. and YU, H.S., 1999. Finite element method for shakedown analysis of pavements In: 16th Australasian Conference on the Mechanics of Structures and Materials. pp 17-22
  • SHENG, D., SLOAN, S.W. and YU, H.S., 1999. Practical implementation of critical state models in FEM In: 8th Australia-New Zealand Conference on Geomechanics. pp 975-981
  • MERIFIELD, R., PEARCE, A. and YU, H.S., 1999. The stability of plate anchors Australian Geomechanics. 34, No. 2, 55-63
  • YU, H. S., 1998. CASM: A Unified State Parameter Model for Clay and Sand International Journal for Numerical and Analytical Methods in Geomechanics. VOL 22(NUMBER 8), 621-654
  • YU, H. S. and MITCHELL, J. K., 1998. Analysis of Cone Resistance: Review of Methods Journal of Geotechnology and Geoenvironmental Engineering. VOL 124(NUMBER 2), 140-149
  • SCHNAID, F., COLLINS, I.F. and YU, H., 1996. Analysis of Cone Pressuremeter Tests in Sands Journal of Geotechnology and Geoenvironmental Engineering. 122((8)), 623 - 632
  • LI, XIA, YU, HAI-SUI and LI, XIANG-SONG, A virtual experiment technique on the elementary behaviour of granular materials with discrete element method INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS. 37(1), 75-96
  • GENG YAN, YU HAI-SUI and GLENN, MCDOWELL, Simulation of granular material behaviour using DEM PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON MINING SCIENCE & TECHNOLOGY (ICMST2009). 1(1), 598-605
  • LI, XIA and YU, HAI-SUI, On the Internal Structure, Stress and Strain of Granular Materials POWDERS AND GRAINS 2009. 1145, 329-332
  • YANG, YUNMING and YU, HAI-SUI, Numerical aspects of non-coaxial model implementations COMPUTERS AND GEOTECHNICS. 37(1-2), 93-102
  • YU, HAI-SUI, James K. Mitchell Lecture - In situ soil testing: from mechanics to interpretation Geotechnical and Geophysical Site Characterization Vols 1 and 2. 3-38
  • JIANG, MINGJING, YU, HAI-SUI and LEROUEIL, SERGE, A simple and efficient approach to capturing bonding effect in naturally microstructured sands by discrete element method INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. 69(6), 1158-1193
  • CHEN, HAN-MEI, YU, HAI-SUI and SMITH, MARTIN, ADVANCED MONITORING AND NUMERICAL TECHNIQUES FOR ASSESSING THE STABILITY OF TUNNELS PARTICLE-BASED METHODS II: FUNDAMENTALS AND APPLICATIONS. 538-549
  • YU, HAI-SUI, KHONG, CUONG and WANG, JUN, A unified plasticity model for cyclic behaviour of clay and sand MECHANICS RESEARCH COMMUNICATIONS. 34(2), 97-114
  • YANG, YUNMING, YU, HAI-SUI and KONG, LINGWEI, Implicit and explicit procedures for the yield vertex non-coaxial theory COMPUTERS AND GEOTECHNICS. 38(5), 751-755

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