（1）Li Kai, Impact of Initial Moisture Content on the Shrinkage-swelling Behavior of Heishan Bentonite，KSCE Journal of Civil Engineering(Accepted); （2）Li Kai, Study on the stability of submarine hydrate-bearing slope due to depressurized production, Soil Mechanics and Foundation Engineering(Accepted); （3）Li Kai#, Nowamooz Hossein, Chazallon Cyrille, Migault Bernard. Mechanical behavior of densely expansive soils during wetting and drying cycles: an analytical model based on shakedown concept. European Journal of Environmental and Civil Engineering. 2021.01 （4）Li Kai, Nowamooz Hossein, Chazallon Cyrille#, Migault Bernard. Finite element modelling of the mechanical behaviour of unsaturated expansive soils subjected to wetting and drying cycles with shakedown concept. European Journal of Environmental and Civil Engineering.2020.01 （5）Li Kai, Liu Rui-ming, Kong Liang#, Zhao Xin-bo. Modeling the mechanical behavior of gas hydrate bearing sediments based on unified hardening framework. Geotechnical and Geological Engineering. 2019.5 （6）Li Kai#, Nowamooz Hossein, Chazallon Cyrille, Migault Bernard. Limit deformation analysis of unsaturated expansive soils during wetting and drying cycles. Soil Mechanics and Foundation Engineering. 2018.5 （7）Li Kai#, Nowamooz Hossein, Chazallon Cyrille, Migault Bernard. Zarka shakedown modelling of expansive soils subjected to wetting and drying cycles. Geomechanics and Geoengineering: An International Journal. 2017.13(2): 77-87. （8）Kai LI#, Liang Kong, Hossein Nowamooz，Cyrille Chazallon, The mechanical behavior of an expansive soil due to long-term seasonal rainfalls, the 4th European Conference on Unsaturated Soil, Lisbon, Portugal, 2020 （9）Nowamooz H#.，Li K.，Chazallon C., Shakedown modeling of unsaturated expansive soils subjected to wetting and drying cycles, 3rd European Conference on Unsaturated Soils, E-UNSAT, Paris, France, 2016.9 （10）Li K.#，Nowamooz H., Chazallon C., Migault B., Modeling of dense expansive soils subjected to wetting and drying cycles based on shakedown theory, 11th World Congress on Computational Mechanics, WCCM XI, Barcelona, Spain, 2014.7 （11）Li K.#，Nowamooz H., Chazallon C., Migault B., An elasto-plastic model for unsaturated expansive soils based on shakedown concept, XII International Conference on Computational Plasticity, Barcelona, Spain, 2013.9 |
