Issue |
MATEC Web Conf.
Volume 358, 2022
3rd International Symposium on Mechanics, Structures and Materials Science (MSMS 2022)
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Article Number | 01012 | |
Number of page(s) | 7 | |
DOI | https://doi.org/10.1051/matecconf/202235801012 | |
Published online | 19 May 2022 |
Research on rock triaxial cyclic loading and unloading characteristics based on PFC3D
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of
Sciences, Wuhan, 430071, China
University of Chinese Academy of Sciences, Beijing, 100049, China
College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, 266590, China
* Corresponding author: xiaojiancheng19@mails.ucas.ac.cn
Numerical methods provide a new way for solving complex geotechnical engineering problems. Firstly, we review the emergence and development of numerical methods, and introduce the basic principles of particle flow discrete element and its application in geotechnical engineering. After that, a method of servo combination of cylinder and loading plate is used, the numerical simulation of the three-dimensional rock in triaxial loading and unloading test is carried out by PFC3D software, and the loading and unloading mechanical characteristics of rock mass under the linear elastic contact constitutive model and parallel bonded contact constitutive model are studied respectively, and we obtain the triaxial loading and unloading stressstrain curves of rock under the elastic constitutive model and elastoplastic constitutive model. The residual strains and hysteresis phenomena of the rock under the two constitutive models are analysed, and the feasibility of the particle flow discrete element method in studying the mechanical characteristics of rocks is demonstrated.
© The Authors, published by EDP Sciences, 2022
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