LI Chengqing, LIU Tianwei, ZHANG Haiyang, XU Wenjie. 2015: BACK-ANALYSIS ON MICROMECHANICAL PARAMETERS OF SOIL MASS USING BP NEURAL NETWORK. JOURNAL OF ENGINEERING GEOLOGY, 23(4): 609-615. DOI: 10.13544/j.cnki.jeg.2015.04.004
    Citation: LI Chengqing, LIU Tianwei, ZHANG Haiyang, XU Wenjie. 2015: BACK-ANALYSIS ON MICROMECHANICAL PARAMETERS OF SOIL MASS USING BP NEURAL NETWORK. JOURNAL OF ENGINEERING GEOLOGY, 23(4): 609-615. DOI: 10.13544/j.cnki.jeg.2015.04.004

    BACK-ANALYSIS ON MICROMECHANICAL PARAMETERS OF SOIL MASS USING BP NEURAL NETWORK

    • The micromechanical parameters of numerical model are obtained by repeated tests. Researches on particle material based on DEM are done. This article builds a numerical model of soil using LMGC, an open source software. And the 25 groups of macromechanical and micromechanical parameters calculated by the numerical model build a BP neural network. The BP neural network can back-calculates the micromechanical parameters if the macromechanical parameters of real physical tests are inputted into the neutral network. The numerical model can get the stress-strain line, stress train and particle rotation graph if the micromechanical parameters are set. The results show that the numerical model can well simulate the soil destruction process. The stress-strain line of numerical model matches well with the result of physical test. And error of macromechanical parameters calculated by BP neural network is about 10%.Besides, the stress train and particle rotation graph reveal the mechanism of soil destruction process.
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