Research work

Computational modelling of hydraulic fracturing in rock mass or concrete using meshless method; Analysis of high dam crack and hydraulic fracturing using meshless method; Experimental investigation of the behavior of unsaturated water flow in fractured and porous media; Modeling saturated-unsaturated seepage flow in fractured rock mass or porous soil due to surface infiltration; Analysis of the stability of rock slope due to surface infiltration; Experimental study on the permeability characteristics of RCC

Contact

Phone:+8613758236972
E-mail:huyunjin@zju.edu.cn