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- W2370915135 abstract "A new friction-contacting interface element was used,which can simulate factually the interface′s working status such as closing,slipping and breaking.A numerical model of fully grouted bolt for the pull-out test was built,whose credibility and precision were validated after being compared with a field-measured project.With the detailed reappearance of the development of mechanical characters for bolt,interface and rock or soil medium,the working mechanism for bolt pull-out test was revealed quantitatively by the overall course simulating analysis.The numerical comparative tests between rock and soil medium were implemented with the results showing quantitatively the different attenuation speed of bolt axial force and interface shear stress,and giving the different effective bolting length,1.52.0 m for rock bolt and 10.0 m for soil nail." @default.
- W2370915135 created "2016-06-24" @default.
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- W2370915135 date "2006-01-01" @default.
- W2370915135 modified "2023-09-25" @default.
- W2370915135 title "Working mechanism of fully grouted bolt in pull-out working state" @default.
- W2370915135 hasPublicationYear "2006" @default.
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