| Issue |
E3S Web Conf.
Volume 198, 2020
2020 10th Chinese Geosynthetics Conference & International Symposium on Civil Engineering and Geosynthetics (ISCEG 2020)
|
|
|---|---|---|
| Article Number | 01013 | |
| Number of page(s) | 4 | |
| Section | Geosynthetics Applied Design Theory and Method | |
| DOI | https://doi.org/10.1051/e3sconf/202019801013 | |
| Published online | 26 October 2020 | |
Analysis of the bolt performance with shear force
1 Hunan Provincial Key Laboratory of Hydropower Development Key Technology, Changsha, Hunan province, 410014, China
2 PowerChina Zhongnan Engineering Corporation Limited, Changsha, Hunan province, 410014, China
* Corresponding author: joyidol@163.com
The bolt anchorage performance with shear force has been analysed by analytical method in this paper. By coding in Matlab, the loop and the judgment statement can be used to control the displacement angle. The force-displacement curve of the analysis model from the beginning of loading to the failure of the bolt under a certain displacement loading angle is obtained. In the test and field, the values of displacement and force before failure and the load-displacement curves before the peak value can be obtained by using the program with the parameters. The bolt deformation in different strength surrounding rock mass and the anchoring influence of the rock bolt with different diameters have been studied. The resultant displacement increases linearly with the increase of the bolt, and the resultant force increases exponentially with the increase of the bolt.
© The Authors, published by EDP Sciences 2020
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