Curriculum Vitae 1) Name Zhenyu YIN ( ) 2) Academic qualifications: Ph.D. from Ecole Centrale de Nantes, France, 2006.

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1 1 1) Name: Zhenyu YIN ( 尹振宇 ) 2) Academic qualifications: Ph.D. from Ecole Centrale de Nantes, France, M.Sc. from Ecole Centrale de Nantes, France B.Eng. from Zhejiang University, Curriculum Vitae 3) Previous academic positions held: Post-doctoral Research Fellow, Helsinki University of Technology, Finland Post-doctoral Research Fellow, University of Strathclyde, Glasgow, UK Post-doctoral Research Fellow, Ecole Centrale de Nantes, France Special Researcher, Shanghai Jiao Tong University, China Associate Professor of Geotechnics, Ecole Centrale de Nantes, France Since 07/2018 Associate Professor of Geotechnics, The Hong Kong Polytechnic University 4) Proofed academic post: Since 07/2018, Full-time Associate Professor of Geotechnics, The Hong Kong Polytechnic University 5) List of SCI publications: (* represents corresponding author, # represents supervised student): The Applicant has 15 years of experiences in micromechanics, constitutive modelling, multi-scale and multiphysics modelling, optimization methods (since 2003). He has published 100 papers in SCI journals since All developed software and relevant experiences will help the Applicant to conduct his research works in the proposed project on time and successfully. [1] Yin Z-Y *, Jin Z #, Kotronis P, Wu ZX. A novel SPH-SIMSAND based approach for modelling of granular collapse. International Journal of Geomechanics, in press. [2] Jin Y-F #, Yin Z-Y *. ErosLab: A modelling tool for soil tests. Advances in Engineering Software, in press. [3] Wang S #, Wu W, Yin Z-Y *, Peng C, He XZ. Modelling time-dependent behaviour of granular material with hypoplasticity. International Journal for Numerical and Analytical Methods in Geomechanics, in press. [4] Zhao D #, Hattab M, Yin Z-Y, Hicher P-Y. Dilative Behavior of Kaolinite under Drained Creep Condition. Acta Geotechnica, in press. [5] Yin Z-Y, Jin YF #, Shen JS, Hicher PY. Optimization techniques for identifying soil parameters in geotechnical engineering: Comparative study and enhancement. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(1): [6] Jin Y-F #, Yin Z-Y *, Wu Z-X, Daouadji A (2018), Numerical modeling of pile penetration in silica sands considering the effect of grain breakage, Finite Elements in Analysis and Design, 2018, 144 : [7] Jin Y-F #, Yin Z-Y *, Wu Z-X, Zhou W-H (2018), Identifying parameters of easily crushable sand and application to offshore pile driving, Ocean Engineering, 2018, 154, [8] Jin Z #, Yin Z-Y *, Kotronis P, Jin Y-F (2018). Numerical investigation on evolving failure of caisson foundation in sand using the combined Lagrangian-SPH method, Marine Georesources & Geotechnology, [9] Zhao C-F #, Yin Z-Y *, and Hicher P-Y. Integrating a micromechanical model for multiscale analyses. International Journal for Numerical Methods in Engineering, 2018, 114(2): [10] Zhao C-F #, Yin Z-Y *, Misra A, and Hicher P-Y. Thermomechanical formulation for micromechanical elastoplasticity in granular materials. International Journal of Solids and Structures, 2018, 138(1): [11] Zhong C-H #, Le V-T, Bendahmane F, Marot D and Yin Z-Y. Investigation of spatial scale effects on suffusion susceptibility. Journal of Geotechnical and Geoenvironmental Engineering (ASCE), accepted. [12] Yin Z-Y *, Wu ZY #, Hicher PY. Modeling the monotonic and cyclic behavior of granular materials by an exponential constitutive function. Journal of Engineering Mechanics ASCE, 2018, 144(4): [13] Wu Z-X #, Yin Z-Y *, Jin Y-F, Geng XY. A straightforward procedure of parameters determination for sand: a bridge from critical state based constitutive modelling to finite element analysis. European Journal of Environmental and Civil Engineering, DOI: / [14] Zhu H, Zhou WH, Yin Z-Y. Deformation mechanism of strain localization in 2D numerical interface tests. Acta Geotechnica, DOI: /s

2 2 [15] Qian JG, Du ZB, Yin Z-Y *. Cyclic degradation and non-coaxiality of soft clay subjected to pure rotation of principal stress directions. Acta Geotechnica, DOI: /s [16] Jing XY, Zhou WH, Zhu H, Yin Z-Y, Li Y. Analysis of soil-structural interface behavior using threedimensional DEM simulations. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(2): [17] Liu XX, Shen SL, Xu YS, Yin Z-Y. Analytical approach for time-dependent groundwater inflow into shield tunnel face in confined aquifer. International Journal for Numerical and Analytical Methods in Geomechanics, 2018, 42(4): [18] Yin Z-Y*, Jin YF #, Shen SL, Huang HW. An efficient optimization method for identifying parameters of soft structured clay by an enhanced genetic algorithm and elastic-viscoplastic model. Acta Geotechnica, 2017, 12(4): [19] Yin Z-Y *, Hicher PY, Dano C, Jin YF #. Modeling the mechanical behavior of very coarse granular materials. Journal of Engineering Mechanics ASCE, 2017, 143(1): C [20] Yin Z-Y, Zhu QY #, Zhang DM. Comparison of two creep degradation modeling approaches for soft structured soils. Acta Geotechnica, 2017, 12(6): [21] Li J #, Yin Z-Y*, Cui YJ, Hicher PY. Work input analysis for soils with double porosity and application to the hydro-mechanical modeling of unsaturated expansive clays. Canadian Geotechnical Journal, (2): [22] Jin YF #, Yin Z-Y*, Shen SL, Zhang DM. A new hybrid real-coded genetic algorithm and its application to parameters identification of soils. Inverse Problems in Science and Engineering, 2017, 25(9): [23] Zhu QY #, Yin Z-Y*, Zhang DM, Huang HW. Numerical modeling of creep degradation of natural soft clays under one-dimensional condition. KSCE Journal of Civil Engineering, 2017, 21(5): [24] Jin YF #, Yin Z-Y *, Riou Y, Hicher PY. Identifying creep and destructuration related soil parameters by optimization methods. KSCE Journal of Civil Engineering, 2017, 21(4): [25] Jin YF #, Wu ZX, Yin Z-Y *, Shen SL. Estimation of critical state related formula in advanced constitutive modeling of granular material. Acta Geotechnica, 2017, 12(6): [26] Zhang DM, Huang ZK, Yin Z-Y*, Ran L, Huang HW. Predicting the grouting effect on leakage-induced tunnels and ground response in saturated soils. Tunnelling and Underground Space Technology, 2017, 65: [27] Xiong H #, Nicot F, Yin Z-Y. A three-dimensional micromechanically-based model. International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41(17): [28] Gao ZW, Zhao JD, Yin Z-Y. Dilatancy relation for overconsolidated clay. International Journal of Geomechanics, 2017, 17(5): [29] Feng WQ #, Lalit B, Yin Z-Y, Yin, J-H. Long-term non-linear creep and swelling behavior of Hong Kong marine deposits in oedometer condition. Computers and Geotechnics, (4): [30] Zhang N, Wu HN, Shen JSL, Hino T, Yin Z-Y. Evaluation of the Uplift Behavior of Plate Anchor in Structured Marine Clay. Marine Georesources & Geotechnology, 2017, 35(6): [31] Yin Z-Y*, Jin YF #, Huang HW, Shen SL. Evolutionary polynomial regression based modelling of clay compressibility using an enhanced hybrid real-coded genetic algorithm. Engineering Geology, 2016, 210(5): [32] Yin Z-Y *, Huang HW, Hicher PY. Elastoplastic modeling of sand-silt mixtures. Soils and Foundations, 2016, 56(3): [33] Jin YF #, Yin Z-Y *, Shen SL, Hicher PY. Selection of sand models and identification of parameters using an enhanced genetic algorithm. International Journal for Numerical and Analytical Methods in Geomechanics, 2016, 40(8): [34] Jin YF #, Yin Z-Y *, Shen SL, Hicher PY. Investigation into MOGA for identifying parameters of a critical state based sand model and parameters correlation by factor analysis. Acta Geotechnica, 2016, 11(5): [35] Zhu QY #, Yin Z-Y *, Hicher PY, Shen SL. Nonlinearity of one-dimensional creep characteristics of soft clays. Acta Geotechnica, 2016, 11(4): [36] Jiang MJ, Yin Z-Y, Shen ZF. Shear band formation in lunar regolith by discrete element analyses. Granular matter. 2016, 18: 32.

3 3 [37] Qian JG, Wang YG, Yin Z-Y, Huang MS. Experimental identification of plastic shakedown behavior of saturated clay subjected to traffic loading with principal stress rotation. Engineering Geology, : [38] Chen J, Shen SL, Yin Z-Y, Xu YS, Horpibulsuk S. Evaluation of effective depth of PVD improvement in soft clay deposit: a field case study. Marine Georesources & Geotechnology, 2016, 34(5): [39] Yao YP, Qu S, Yin Z-Y, Zhu EY. SSUH model: A small-strain extension of the unified hardening model. Science China Technological Sciences, 2016, 59(2): [40] Yu C, Yin Z-Y *, Zhang DM. Micromechanical modelling of phase transformation behaviour of a transitional soil. Acta Mechanica Solida Sinica, 2014, 27(3): [41] Jiang MJ, Liu JD, Yin ZY. Consolidation and creep behaviors of two typical marine clays in China. China Ocean Engineering, 2014, 28(5): [42] Cui QL, Wu HN, Shen SL, Yin Z-Y, Horpibulsuk S. Protection of neighbour buildings due to construction of shield tunnel in mixed ground with sand over weathered granite. Environmental Earth Sciences, 2016, 75: 458. [43] Yin Z-Y *, Yin JH, Huang HW. Rate-dependent and long-term yield stress and strength of soft Wenzhou marine clay: experiments and modeling. Marine Georesources & Geotechnology, 2015, 33(1): [44] Yin Z-Y *, Xu Q, Yu C. Elastic viscoplastic modeling for natural soft clays considering nonlinear creep. ASCE International Journal of Geomechanics, 2015, 15(5), /(ASCE)GM , A [45] Wang L-Z, Yin Z-Y *. Stress-dilatancy of natural soft clay under undrained creep condition. ASCE International Journal of Geomechanics, 2015, 15(5), /(ASCE)GM , A [46] Wu YX, Shen SL, Yin Z-Y, Xu YS. Characteristics of groundwater seepage with cutoff wall in gravel aquifer. II: Numerical analysis. Canadian Geotechnical Journal, 2015, 52: [47] Wang ZF, Shen SL, Yin Z-Y, Xu YS. Rapid field evaluation of the strength of cement-stabilized clayey soil. Bulletin of Engineering Geology and the Environment, 2015, 74(3): [48] Zhu QY #, Yin Z-Y *, Xu CJ, Yin JH. Uniqueness of rate-dependency, creep and stress relaxation behaviours for soft clays. Journal of Central South University of Technology, 2015, 22(1): [49] Jin YF #, Yin Z-Y *, Zhang DM, Huang HW. Unified modelling of monotonic and cyclic behaviours for sand and clay. Acta Mechanica Solida Sinica, 2015, 28(2): [50] Karstunen M, Rezania M, Sivasithamparam N, Yin Z-Y. Comparison of anisotropic rate-dependent models. ASCE International Journal of Geomechanics, 2015, 15(5), /(ASCE)GM , A [51] Du J, Du S, Shen SL, Yin ZY. Numerical investigation of the undrained compression and pull-out capacity of suction foundations in clay. Polish Maritime Research, 2015, S1(86), 22: [52] Wu HN, Shen SL, Liao SM, Yin YZ. Longitudinal structural modelling of shield tunnels considering shearing dislocation between segmental rings. Tunneling and Underground Space Technology, 2015, 50: [53] Cui QL, Shen SL, Xu YS, Yin ZY, Horpibulsuk S. Field performance of concrete pipes during jacking in cemented sandy silt. Tunnelling and Underground Space Technology, 2015, 49: [54] Xu YS, Yuan Y, Shen SL, Yin ZY, Wu HN, Ma L. Investigation into subsidence hazards due to groundwater pumping from Aquifer II in Changzhou, China[J], Nature Hazards (2015) 78: [55] Shen SL, Wu YX, Xu YS, Yin Z-Y. Characteristics of groundwater seepage with cutoff wall in gravel aquifer. I: Field observations. Canadian Geotechnical Journal, 2015, 52: [56] Wu HN, Shen SL, Ma L, Yin Z-Y, Horpibulsuk S. Evaluation of the strength increase of marine clay under staged embankment loading: a case study. Marine Georesources and Geotechnology, 2015, 33(6): [57] Cui QL, Shen SL, Xu YS, Wu HN, Yin ZY. Mitigation of geohazards during deep excavations in karst regions with caverns: A case study. Engineering Geology, 2015, 195(10): [58] Shen SL, Wang JP, Wu HN, Xu YS, Ye GL, Yin ZY. Evaluation of hydraulic conductivity for both marine and deltaic deposits based on piezocone testing. Ocean Engineering, 2015, 110: [59] Zhang N, Shen SL, Wu HN, Chai JC, Xu YS, Yin ZY. Evaluation of effect of basal geotextile reinforcement under embankment loading on soft marine deposits. Geotextiles and Geomembranes, 2015, 43(6):

4 4 [60] Wu YX, Shen SL, Wu HN, Xu YS, Yin Z-Y. Environmental protection dewatering technology in deep confined aquifer under shallow aquifer. Engineering geology, 2015, 196: [61] Yang YY, Xu YS, Shen SL, Yuan Y, Yin Z-Y. Mining induced geo-hazards with environmental protection measures in Yunnan, China: an overview. Bulletin of Engineering Geology and Environment, 2015, 74: [62] Yin Z-Y *, Zhu QY #, Yin JH, Ni Q. Stress relaxation coefficient and formulation for soft soils. Géotechnique Letters, 2014, 4(1): [63] Yin Z-Y *, Zhao J, Hicher PY. A micromechanics-based model for sand-silt mixtures. International Journal of Solids and Structures, 2014, 51(6): [64] Jiang M, Yin Z-Y *. Influence of soil conditioning on ground deformation during longitudinal tunneling. Comptes Rendus Mecanique, 2014, 342(3): [65] Liu YJ #, Li G, Yin Z-Y *, Dano C, Hicher PY, Xia XH, Wang JH. Influence of grading on undrained behavior of granular materials. Comptes rendus Mecanique, 2014, 342: [66] Chen J, Shen SL, Yin Z-Y, Horpibulsuk S. Closed-form solution for shear lag with derived flange deformation function. Journal of Constructional Steel Research, 2014, 102: [67] Wang S, Qi J; Yin Z-Y, Zhang J, Ma W. A simple rheological element based creep model for frozen soils. Cold Regions Science and Technology, 2014, : [68] Shen SL, Hou DW, Zhao JL, Horpibulsuk S, Yin Z-Y *. Assessment of internal forces for intermediate anchorage zone of post-tensioned concrete structure. Construction and Building Materials, 2014, 64: [69] Xu YS, Shen SL, Ma L, Sun WJ, Yin ZY. Evaluation of the blocking effect of retaining walls on groundwater seepage in aquifers with different insertion depths. Engineering Geology, 2014, 183(9): [70] Li P, Du SJ, Ma XF, Yin Z-Y, Shen SL. Centrifuge investigation into the effect of new shield tunnelling on an existing underlying large-diameter tunnel. Tunnelling and Underground Space Technology, 2014, 42: [71] Shen SL, Wu HN, Cui YJ, Yin Z-Y. Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai. Tunnelling and Underground Space Technology, 2014, 40: [72] Yin Z-Y *, Xu Q, Chang CS. Modeling cyclic behavior of clay by micromechanical approach. ASCE Journal of Engineering Mechanics, 2013, 139(9), [73] Yin Z-Y *, Chang CS. Stress-dilatancy behavior for sand under loading and unloading conditions. International Journal for Numerical and Analytical Methods in Geomechanics. 2013, 37(8): [74] Yin Z-Y *, Xu Q, Hicher P-Y. A simple critical state based double-yield-surface model for clay behavior under complex loading. Acta Geotechnica, 2013, 8(5): [75] Papon A, Yin Z-Y, Riou Y, Hicher P-Y. Time homogenization for clays subjected to large numbers of cycles. International Journal for Numerical and Analytical Methods in Geomechanics, 2013, 37(11): [76] Zhu QY #, Jin YF, Yin Z-Y *, Hicher P-Y. Influence of natural deposition plane orientation on oedometric consolidation behavior of three typical clays from southeast coast of China. Journal of Zhejiang University- SCIENCE A, (11): [77] Yu C, Xu Q, Yin Z-Y *. Softening response under undrained compression following anisotropic consolidation. Journal of Central South University of Technology, 2013, 20(6): [78] Shen SL, Ma L, Xu YS, Yin Z-Y. Interpretation of increased deformation rate in aquifer IV due to groundwater pumping in Shanghai. Canadian Geotechnical Journal, 2013, 50(11): [79] Jiang MJ, Liu JD, Sun YG, Yin Z-Y. Investigation into macroscopic and microscopic behaviors of bonded sands using the discrete element method. Soils and Foundations, 53: [80] Jiang M, Yin Z-Y. Analysis of stress redistribution in soil and earth pressure on tunnel lining by discrete element method. Tunnelling and Underground Space Technology, 2012, 32, [81] Yin Z-Y *, Wang JH. A one-dimensional strain-rate based model for soft structured clays. Science in China Series E, 2012, 55(1):

5 5 [82] Yin Z-Y *, Karstunen M, Chang CS, Koskinen M, Lojander M. Modeling time-dependent behavior of soft sensitive clay. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137(11): [83] Yin Z-Y *, Hattab M, Hicher PY. Multiscale modeling of a sensitive marine clay. International Journal for Numerical and Analytical Methods in Geomechanics, 2011, 35(15): [84] Chang CS, Yin Z-Y, Hicher PY. Micromechanical analysis for inter-particle and assembly instability of sand. ASCE Journal of Engineering Mechanics, 2011, 137(3): [85] Chang CS, Yin Z-Y. Micromechanical modeling for behavior of silty sand with influence of fine content. International Journal of Solids and Structures, 2011, 48(19): [86] Yin Z-Y *, Chang CS, Hicher PY, Wang JH. Micromechanical analysis for the behavior of stiff clay. Acta Mechanica Sinica, 2011, 27(6): [87] Yin Z-Y *, Karstunen M. Modelling strain-rate-dependency of natural soft clays combined with anisotropy and destructuration. Acta Mechanica Solida Sinica, 2011, 24(3): [88] Yin Z-Y *, Karstunen M, Wang JH, Yu C. Influence of features of natural soft clay on the behavior of embankment. Journal of Central South University of Technology, 2011, 18(5): [89] Hu W, Yin Z-Y *, Dano C, Hicher PY. A constitutive model for granular materials considering grain breakage. Science in China Series E, 2011, 54(8): [90] Yin Z-Y *, Karstunen M, Hicher PY. Evaluation of the influence of elasto-viscoplastic scaling functions on modelling time-dependent behaviour of natural clays. Soils and Foundations, 2010, 50(2): [91] Yin Z-Y *, Chang CS, Hicher PY. Micromechanical modelling for effect of inherent anisotropy on cyclic behaviour of sand. International Journal of Solids and Structures, 2010, 47(14-15): [92] Yin Z-Y *, Chang CS, Karstunen M, Hicher PY. An anisotropic elastic viscoplastic model for soft clays. International Journal of Solids and Structures, 2010, 47(5): [93] Karstunen M, Yin Z-Y *. Modelling time-dependent behaviour of Murro test embankment. Géotechnique, 2010, 60(10): [94] Chang CS, Yin Z-Y. Modeling stress-dilatancy for sand under compression and extension loading conditions. ASCE Journal of Engineering Mechanics, 2010, 136(6): [95] Chang CS, Yin Z-Y. Micromechanical modelling for inherent anisotropy in granular materials. ASCE Journal of Engineering Mechanics, 2010, 136(7): [96] Yin Z-Y *, Chang CS, Hicher PY, Karstunen M. Micromechanical analysis of kinematic hardening in natural clay. International Journal of Plasticity, 2009, 25(8): [97] Yin Z-Y *, Chang CS. Microstructural modelling of stress-dependent behaviour of clay. International Journal of Solids and Structures, 2009, 46(6): [98] Yin Z-Y *, Chang CS. Non-uniqueness of critical state line in compression and extension conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 2009, 33(10): [99] Chang CS, Hicher PY, Yin Z-Y, Kong LR. An elasto-plastic model for clay with microstructural consideration. ASCE Journal of Engineering Mechanics, 2009, 135(9): [100] Yin Z-Y, Hicher PY. Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing. International Journal for Numerical and Analytical Methods in Geomechanics, 2008, 32(12):