Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock
文献类型：期刊论文
| 作者 | Liu, Caihua2,3; Li, Yuzong1,2,3 |
| 刊名 | INTERNATIONAL JOURNAL OF GEOMECHANICS
 |
| 出版日期 | 2020-02-01 |
| 卷号 | 20期号:2页码:11 |
| 关键词 | Passive fully grouted bolts Jointed rock Axial and shear loads Bolt contribution Analytical method |
| ISSN号 | 1532-3641 |
| DOI | 10.1061/(ASCE)GM.1943-5622.0001581 |
| 英文摘要 | Based on the statically indeterminate beam model for fully grouted bolts proposed by others and taking into account the combination of the axial and shear forces activated in the bolt, an improved method was developed for predicting the shear resistance contribution of passive fully grouted bolts to jointed rock. An algorithm for calculating the length of the transverse deformation section of a passive fully grouted bolt under shearing was derived by incorporating the minimum total potential energy principle, and parametric investigations were carried out to evaluate the effect of the anchoring parameters, such as bolt diameter, rock strength, bolting angle, and joint friction angle on the bolt contribution. Comparisons were made between the developed method and laboratory shear test results as well as between the developed method and other analytical predictions proposed by previous studies. The results showed that the theoretical model presented in this paper is in good agreement with the experimental results and, thus, provides a better prediction of the shear resistance provided by rock bolts. The presented analytical method can be used to improve the bolting design for the reinforcement of jointed rock. |
| 资助项目 | National Natural Science Foundation of China[51379204] ; Open Funds Research Project of Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education, China[2015KDZ06] |
| WOS研究方向 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000502794700011 |
| 出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/23242]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Li, Yuzong |
| 作者单位 | 1.Anhui Univ Sci & Technol, State Key Lab Min Response & Disaster Prevent & C, Huainan 232001, Peoples R China 2.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China 3.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China |
| 推荐引用方式 GB/T 7714 | Liu, Caihua,Li, Yuzong. Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2020,20(2):11. |
| APA | Liu, Caihua,&Li, Yuzong.(2020).Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock.INTERNATIONAL JOURNAL OF GEOMECHANICS,20(2),11. |
| MLA | Liu, Caihua,et al."Predicting the Shear Resistance Contribution of Passive Fully Grouted Bolts to Jointed Rock".INTERNATIONAL JOURNAL OF GEOMECHANICS 20.2(2020):11. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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