Effect of bolt inclination angle on shear behavior of bolted joints under CNL and CNS conditions
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-020-4342-x.pdf
Reference42 articles.
1. LI C C, STILLBORG B. Analytical models for rock bolts. International Journal of Rock Mechanics and Mining Sciences, 1999, 36(8): 1013–1029. DOI: 10.1016/S1365-1609(99)00064-7.
2. CHEN Y. Experimental study and stress analysis of rock bolt anchorage performance. Journal of Rock Mechanics and Geotechnical Engineering, 2014, 6(5): 428–437. DOI: 10.1016/j.jrmge.2014.06.002.
3. LI Xu-wei, NEMCIK J, MIRZAGHORBANALI A, AZIZ Y N, RASEKH H. Analytical model of shear behaviour of a fully grouted cable bolt subjected to shearing. International Journal of Rock Mechanics and Mining Sciences, 2015, 80: 31–39. DOI: 10.1016/j.ijrmms.2015. 09.005.
4. KANG Hong-pu, WU Yong-zheng, GAO Fu-qiang, LIN Jian, JIANG Peng-fei. Fracture characteristics in rock bolts in underground coal mine roadways. International Journal of Rock Mechanics and Mining Sciences, 2013, 62: 105–112. DOI: 10.1016/j.ijrmms. 2013.04.006.
5. BLANCO M L, TIJANI M, HADJ- HASSEN F, NOIRET A. Assessment of the bolt-grout interface behaviour of fully grouted rockbolts from laboratory experiments under axial loads. International Journal of Rock Mechanics and Mining Sciences, 2013, 63: 50–61. DOI: 10.1016/j.ijrmms.2013.06.007.
Cited by 27 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Analysis method of radon release during underground cavern excavation;Tunnelling and Underground Space Technology;2024-12
2. A new deformable cable for rock support in high stress tunnel: Steel pipe shrinkable energy-absorbing cable;International Journal of Mining Science and Technology;2024-09
3. Research on the mechanical model of anchorage resistance in deeply filled jointed rock masses;Engineering Failure Analysis;2024-09
4. An Enhanced Numerical Calculation Method to Study the Anchorage Performance of Rebars;Materials;2024-08-11
5. Study on Shear Mechanical Characteristics of Rock Joints Under Different Anchorage Lengths;Rock Mechanics and Rock Engineering;2024-07-22
1.学者识别学者识别
2.学术分析学术分析
3.人才评估人才评估
"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370
www.globalauthorid.com
TOP
Copyright © 2019-2024 北京同舟云网络信息技术有限公司 京公网安备11010802033243号 京ICP备18003416号-3