Affiliation:
1. State Key Laboratory for the Coal Mine Disaster Dynamics and Controls Chongqing University Chongqing 400044 China cqu.edu.cn
2. Guangdong Provincial Key Laboratory of Deep Earth Sciences and Geothermal Energy Exploitation and Utilization Shenzhen University Shenzhen 518060 China szu.edu.cn
Abstract
Abstract
To explore creep parameters and creep characteristics of salt rock, an Ansys numerical model of salt rock sample was established by using fractional creep constitutive model of salt rock, and an orthogonal test scheme was designed based on uniaxial compression test of salt rock samples. A large number of training data were obtained by combining the numerical model with the experimental scheme, and the model parameters were inverted by using the BP neural network. The model parameters are used for forwarding calculation, and the results are in good agreement with the measured strain data. This shows that the model parameter inversion method proposed in this paper can obtain reasonable parameter values and then accurately predict the creep behaviour of salt rock, which provides a good technical basis for related engineering practice and scientific research in the future.
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Cited by
2 articles.
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