Identification of structure and parameters of rheological constitutive model for rocks using differential evolution algorithm

【作者】 苏国韶； 张小飞； 陈光强； 符兴义；

【Author】 SU Guo-shao ZHANG Xiao-fei CHEN Guang-qiang FU Xing-yi College of Civil and Architecture Engineering,Guangxi University,Nanning 530004,China State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechamics,Chinese Academy of Sciences,Wuhan 430071,China

【机构】 College of Civil and Architecture Engineering,Guangxi University； State Key Laboratory of Geomechanics and Geotechnical Engineering,Institute of Rock and Soil Mechamics,Chinese Academy of Sciences；

【摘要】 <正>To determine structure and parameters of a rheological constitutive model for rocks,a new method based on differential evolution（DE）algorithm combined with FLAC^3D（a numerical code for geotechnical engineering）was proposed for identification of the global optimum coupled of model structure and its parameters.At first,stochastic coupled mode was initialized,the difference in displacement between the numerical value and in-situ measurements was regarded as fitness value to evaluate quality of the coupled mode.Then the coupled-mode was updated continually using DE rule until the optimal parameters were found.Thus,coupled-mode was identified adaptively during back analysis process.The results of applications to Jinping tunnels in China show that the method is feasible and efficient for identifying the coupled-mode of constitutive structure and its parameters.The method overcomes the limitation of the traditional method and improves significantly precision and speed of displacement back analysis process.更多还原

【Abstract】 To determine structure and parameters of a rheological constitutive model for rocks,a new method based on differential evolution（DE）algorithm combined with FLAC^3D（a numerical code for geotechnical engineering）was proposed for identification of the global optimum coupled of model structure and its parameters.At first,stochastic coupled mode was initialized,the difference in displacement between the numerical value and in-situ measurements was regarded as fitness value to evaluate quality of the coupled mode.Then the coupled-mode was updated continually using DE rule until the optimal parameters were found.Thus,coupled-mode was identified adaptively during back analysis process.The results of applications to Jinping tunnels in China show that the method is feasible and efficient for identifying the coupled-mode of constitutive structure and its parameters.The method overcomes the limitation of the traditional method and improves significantly precision and speed of displacement back analysis process.更多还原