Study on Mechanical Problems of Complex Rock Mass by Composite Material Micromechanics Methods: A Literature Review

Frontiers in Earth Science

卷:9

Yunan Li¹  Junzhao He²  Hei Song²  Dong Liang²  Yuling Jin³  Jinchao Jia⁴  Anming Wang⁴  Yumin Zhang⁴ 

[1] China University of Geosciences, Wuhan, China;

[2] Henan Geological and Mineral Resources Construction Engineering (Group) Co. Ltd, Zhengzhou, China;

[3] Institute of Geodesy and Geomatics, Henan Bureau of Geology and Mineral Resources, Zhengzhou, China;

[4] North China University of Water Conservancy and Electric Power, Zhengzhou, China;

关键词: complex rock mass;    composite material micromechanics method;    Eshelby equivalent inclusion theory;    self-consistent model;    homogenization method;   

DOI  :  10.3389/feart.2021.808161

来源: DOAJ

【 摘 要 】

The mechanical analysis of complex rock mass is a difficult problem, which often occurs in scientific research and practical engineering. Many achievements have been made in the study of rock mass composite problems by composite material micromechanics method, but it has not been well summarized so far. This paper summarizes in detail the research status of complex rock mass problems by composite material micromechanics method at home and abroad, including the application of the Eshelby equivalent inclusion theory and self-consistent model in rock mass composite problems, and the application of the homogenization method in jointed rock mass and other rock mass composite problems such as anchored rock mass, layered rock mass, and salt rock mass with impurities. It is proposed that the structural similarity and mechanical analysis similarity should be satisfied when the composite material micromechanics method is used to study the complex rock mass. Finally, the problems that need to be further studied are put forward. The research results provide a valuable reference for the study of complex rock mass by the composite material micromechanics method.

【 授权许可】

Unknown