Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt
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 an...
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| Format: | Article |
| Language: | English |
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Wiley
2019-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2019/6824543 |
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| _version_ | 1832562714261585920 |
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| author | Yufei Zhao Hongtao Zhang Yong Nie |
| author_facet | Yufei Zhao Hongtao Zhang Yong Nie |
| author_sort | Yufei Zhao |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-f2bbb67f299e48ab9e5f768d030a15e3 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2019-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-f2bbb67f299e48ab9e5f768d030a15e32025-02-03T01:21:59ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/68245436824543Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor BoltYufei Zhao0Hongtao Zhang1Yong Nie2Senior Engineer, State Key Laboratory of Simulation and Regulation of River Basin Water Cycle, China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100038, ChinaAssociate Professor, College of Civil Engineering, North China University of Technology, Beijing 100144, ChinaPh.D. Candidate, State Key Laboratory of Simulation and Regulation of River Basin Water Cycle, China Institute of Water Resources and Hydropower Research (IWHR), Beijing 100038, ChinaRock 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.http://dx.doi.org/10.1155/2019/6824543 |
| spellingShingle | Yufei Zhao Hongtao Zhang Yong Nie Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt Advances in Civil Engineering |
| title | Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt |
| title_full | Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt |
| title_fullStr | Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt |
| title_full_unstemmed | Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt |
| title_short | Study of Shear Capacity of Jointed Rock Mass with Prestressed Anchor Bolt |
| title_sort | study of shear capacity of jointed rock mass with prestressed anchor bolt |
| url | http://dx.doi.org/10.1155/2019/6824543 |
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