Zoning Modulus Inversion Method for Concrete Dams based on Chaos Genetic Optimization Algorithm
For dams and rock foundations of ages, the actual mechanical parameters are sometimes differed from the design and the experimental values.Therefore, it is necessary to carry out the inversion analysis on main physical and mechanical parameters of dams and rock foundations.However, only the integrated deformation modulus can be inversed by utilizing the conventional inversion method, and it does not meet the actual situation.Therefore, a new method is developed in this paper to inverse the actual initial zoning deformation modulus and to determine the inversion objective function for the actual zoning deformation modulus, based on the dam displacement measured data and finite element calculation results.Furthermore, based on the chaos genetic optimization algorithm, the inversion method for zoning deformation modulus of dam, dam foundation and reservoir basin is proposed.Combined with the project case, the feasibility and validity of the proposed method is verified.
Concrete dams Deformation modulus Zoning Chaos genetic algorithm Inversion
Hao Gu Zhongru Wu Xiaofei Huang Jintao Song
State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China;National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety, Hohai University, Nanjing 210098, China
国内会议
成都
英文
681-693
2016-12-01（万方平台首次上网日期，不代表论文的发表时间）