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Volume 41 Issue 4
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DENG Shu-xin, ZHENG Yong-lai, FENG Li-po, ZHU Peng-yu, NI Yin. Application of design of experiments in microscopic parameter calibration for hard rocks of PFC3D model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 655-664. DOI: 10.11779/CJGE201904008
Citation: DENG Shu-xin, ZHENG Yong-lai, FENG Li-po, ZHU Peng-yu, NI Yin. Application of design of experiments in microscopic parameter calibration for hard rocks of PFC3D model[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(4): 655-664. DOI: 10.11779/CJGE201904008
shu

Application of design of experiments in microscopic parameter calibration for hard rocks of PFC3D model

  • 1. School of Mechanical Engineering, Nanjing University of Science and Technology, Nanjing 210094, China;
    2. College of Civil Engineering, Tongji University, Shanghai 200092, China;
    3. Jinhua Rail Transit Investment and Construction Co., Ltd., Jinhua 321017, China

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  • Received Date: March 22, 2018
  • Published Date: April 24, 2019
    Graphical Abstract
    • Abstract
  • The design of experiments (DOE) is used to study the microscopic parameter calibration for hard rocks of PFC3D model. Firstly, the sensitivity of microscopic parameters to macroscopic responses is analyzed through the Plackett-Burman design. The linear relationship between microscopic parameters and macroscopic responses is established. Then, the interaction between microscopic parameters is investigated by using the response surface method (RSM) and the nonlinear relationship between microscopic parameters and macroscopic responses is obtained. Finally, the problem is transformed into a nonlinear multiobjective mathematical programming problem, and the FGOALATTAIN function in MATLAB software is utilized to solve the problem. It can be found that when using DOE to calibrate the microscopic parameters, the PFC3D model can well reflect the failure process of the rock under uniaxial and low confining compression conditions. However, the fitting results under high confining pressure is unsatisfactory. The method based on the PB design, response surface method and mathematical programming can reflect the sensitivity of the microscopic parameters, and the definite function expressions are obtained. At the same time, it can reflect more characteristics of rock mechanics by adding the constraints condition in the process of solving.
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    • References (31)
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