Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt
| Author(s): |
Yufei Zhao
Hongtao Zhang Yong Nie |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Advances in Civil Engineering, 2019, v. 2019 |
| Page(s): | 1-10 |
| DOI: | 10.1155/2019/6824543 |
| Abstract: |
Rock mass failure caused by jointed plane is the common disaster in geotechnical engineering. Research on shearing property of jointed rock mass with prestressed anchor bolt and its mechanical property is an aspect for the stability analysis of rock slope and tunnel. This paper studies the stress and deformation of bolt and jointed plane, as well as anchored body and rock mass during shearing by indoor model testing and theoretical analysis. The shearing strength and mechanical property of anchored jointed plane have been systematically studied, and the additional force caused by deformation of prestressed anchor bolt and jointed rock mass during the shearing has been proposed and verified. The anchorage interaction between rock mass and bolt is revealed. |
| Copyright: | © 2019 Yufei Zhao et al. |
| License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10315128 - Published on:
24/06/2019 - Last updated on:
02/06/2021
