期刊
JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
卷 9, 期 2, 页码 267-280出版社
SCIENCE PRESS
DOI: 10.1016/j.jrmge.2016.07.006
关键词
Rock reinforcement; Fully-grouted rebar; Distinct element method; Local reinforcement; Global reinforcement; Pull-out test; Shear test
资金
- Natural Science and Engineering Council of Canada
This paper investigates the explicit use of rock reinforcement in a discontinuous stress analysis model. A series of numerical experiments was undertaken to evaluate the performance of local and global reinforcement models implemented in universal distinct element code (UDEC). This was made possible by calibrating the reinforcement models to the laboratory behavior of a fully-grouted rebar bolt tested under pure pull and pure shear loading conditions. The model calibration focuses on matching different loading stages of the forceedisplacement curve including the initial elastic response, the hardening behavior and the bolt rupture. The paper concludes with a discussion on the suitability of the different reinforcement models in UDEC including their advantages and limitations. Finally, it addresses the choice of input parameters required for a realistic simulation of fully-grouted rebar bolts. (C) 2017 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V.
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